1.3
1.3
SETPH.VAR\\Grasso - Replacement System With Septic Tank to House and Well - 11-16-2020
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF MICHAEL GRASSO
RESOLUTION NO.: ______________________________________________________, 2020
INTRODUCED BY: ______________________________________________________
WHO MOVED ITS ADOPTION
SECONDED BY: ________________________________________________________
WHEREAS, the Queensbury Town Board serves as the Town’s Local Board of Health and is
authorized by Town Code Chapter 136 to issue variances from the Town’s On-Site Sewage Disposal
Ordinance, and
WHEREAS, Michael Grasso (Applicant) has applied to the Local Board of Health for
variances from Chapter 136 to install a replacement wastewater system with its septic tank to be
located:
1. 3’ from the house instead of the required 10’ setback; and
2. 40’ from the well instead of the required 50’ setback;
on property located at 23 Rappaport Drive in the Town of Queensbury,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury’s Local Board of Health will hold a public hearing
th
on Monday, December 7, 2020 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Michael Grasso’s sewage disposal variance application concerning property
located at 23 Rappaport Drive, Queensbury (Tax Map No.: 239.12-2-76) 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.
th
Duly adopted this 16 day of November, 2020, by the following vote:
AYES :
NOES :
ABSENT:
169 Haviland Road
Queensbury, NY 12804
Hutchins Engineering PLLC Phone:(51 )74-0307
45308
November 10, 2020
Town of Queensbury Town Board
Board of Health
742 Bay Road
Queensbury NY 12804
Re: Michael Grasso
21 Rappaport Drive
Tax Map ID: 229.12-2-76
Dear Supervisor Strough &Town Board Councilmen:
This office represents Michael Grasso with respect to the pursuit of wastewater variances for a
replacement wastewater system at 21 Rappaport Drive. The current parcel has a seepage pit
within 100 feet of the shoreline.
The proposed replacement wastewater system includes a 1,000 gallon precast concrete septic
tank, pump station with force main and a 20 ft by 40 ft pipe-in stone absorption field to be
located to the south of the parcel.
The proposed wastewater system requires variances for setback from the septic tank to the
house (3.0' instead of 10') and septic tank to the well (40' instead of 50').
Enclosed please find ten submission packages for this project. We respectfully request that this
item be placed upon the agenda of the next available town board meeting. Please contact me if
you have any questions or if you require additional information.
Best Regards,
Thomas R. Center Jr., P.E.
Associate - Design Engineer
Cc: Michael Grasso
` Town of Queensbury Building & Codes office use only
SEPTIC VARIANCE APPLICATION Received:
Tax Map ID:
Submittal: 1 original&8 copies of the completed application package Permit No.:
Permit Fee: $
w,
Approvals:
Owner MICHAEL GRASSO Owner's Agent HUCTHINS ENGINEERING-TOM CENTER
Address 23 RAPPAPORT DRIVE Address 169 HAVILAND ROAD
QUEENSBURY,NY 12804 QUEENSBURY,NY
Phone Phone 518-796-2515
Directions to Site: ROUTE 9L TO ASSEMBLY POINT ROAD TO BRAYTON LANE TO RAPPAPORT DRIVE
Distance from well on property to septic system(if applicable) 128' 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:
Is proposed system to be installed over a parking area? Yes ✓ No
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):
REQUEST TO INSTALL A SEPTIC TANK 3.0 FT FROM THE STRUCTURE WIHERE 10 FT IS REQUIRED.
REQUEST 7 FT OF RELIEF FROM SECTION 136-9 D
REQUEST TO INSTALL A SEPTIC TANK 40 FT FROM AN EXISTING WELL WHERE 50 FT IS REQUIRED.
REQUEST 8 FT OF RELIEF FROM SECTION 136-9 D
Town of Queensbury Building&codes Septic Variance Application 518-761-8256
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 NA
Address
Tax Map ID
South Name: MICHAEL CANTANUCCI
Address 358 BROADWAY SARATOGA SPRINGS,NY 12866
Tax Map ID 239.12-2-70
East (dame: SAME AS OWNER
Address
Tax Map ID
West Name: MICHAEL CANTANUCCI
Address 358 BROADWAY SARATOGA SPRINGS,NY 12866
Tax Map ID 239.12-2-70
OWNER STATEMENT
1, we do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
21 RAPPAPORT DRIVE
1,we realize that putting the well,septic tank,or leaching system less than the required 10/50 feet from the
STRUCTURE/ WELL may increase risk of pollution.
Owner-Print blame: MICHAEL GRASSO
Owner-Signature: wo Date: 11/10/2020
NEIGHBOR OR TENANT RELEASE STATEMENT (if applicable)
1, we do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
NA
1, we realize that putting the septic tank or leaching system less than the required feet from the
NA may increase risk of pollution.
Neighbor or Tenant-Print Name:
Neighbor or Tenant-Signature: Date:
Town of Queensbury Building&Codes Septic Variance Application 518-761-8256
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 (game: MICHAEL GRASSO
Designates; HUCTHINS ENGINEERING -TOM CENTER PE as agent regarding Septic Variance for
Tax Map ID: 239.12-2-76
OWNER'S SIGNATURE: Date: 11/10/2020
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 allached, 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.
Official Meetinq 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: MICHAEL GRASSO
SIGNATURE OF OWNER:
DATE: 11/10/2020
PRINT NAME OF AGENT: THOMS CENTER-HUCTHINS ENGINEERING
SIGNATURE OF AGENT:
DATE: 11/10/2020
Town of Queensbury Building&Codes Septic Variance Application 518-761-8256
A Short Environmental Assessment Form
Part I -Project Information
Instructions for Completim
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
MICHAEL GRASSO
Name of Action or Project:
21 RAPPAPORT DRIVE SEPTIC VARIANCE
Project Location(describe,and attach a location map):
21 RAPPAPORT DRIVE
Brief Description of Proposed Action:
INSTALL NEW WASTEWATER SYSTEM FOR EXISTING RESIDENCE
Name of Applicant or Sponsor: Telephone: 518-386-6303
MICHAEL GRASSO E-Mail: MJGRASSO@COOLINS.COM
Address:
23 RAPPAPORT DRIVE
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 government Agency? NO YES
If Yes,list agency(s)name and permit or approval:TOWN OF QUEENSBURY BOARD OF HEALTH SEPTIC VARIANCE ❑
3. a.Total acreage of the site of the proposed action? 0.9 acres
b.Total acreage to be physically disturbed? 0.08 acres
c.Total acreage(project site and any contiguous properties)owned
or controlled by the applicant or project sponsor? 1.86 acres
4. Check all land uses that occur on,are adjoining or near the proposed action:
5. ❑Urban ❑ Rural(non-agriculture) ❑ Industrial ❑ Commercial m Residential(suburban)
❑Forest ❑ Agriculture ❑ Aquatic ❑ Other(Specify):
❑Parkland
Page 1 of 3
5. Is the proposed action, NO YES N/A
a. A permitted use under the zoning regulations? ❑ ❑✓ ❑
b. Consistent with the adopted comprehensive plan? ❑ F ❑
NO YES
6. Is the proposed action consistent with the predominant character of the existing built or natural landscape?
7. Is the site of the proposed action located in,or does it adjoin,a state listed Critical Environmental Area? NO YES
Name:Lake George,Reason:Protect the resources of the park,Agency:Lake George Park Commission,Date:11
If Yes,identify: 16-88 ❑ ❑✓
NO YES
8. a. Will the proposed action result in a substantial increase in traffic above present levels? ❑
b. Are public transportation services available at or near the site of the proposed action? a ❑
c. Are any pedestrian accommodations or bicycle routes available on or near the site of the proposed ❑✓ ❑
action?
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:
EXISTING WELL Z ❑
11. Will the proposed action connect to existing wastewater utilities? NO YES
If No,describe method for providing wastewater treatment:
NEW ONSITE WASTEWATER SYSTEM R ❑
12. a.Does the project site contain,or is it substantially contiguous to,a building,archaeological site,or district NO YES
which is listed on the National or State Register of Historic Places,or that has been determined by the ❑
Commissioner of the NYS Office of Parks,Recreation and Historic Preservation to be eligible for listing on the IZI
State Register of Historic Places?
b.Is the project site,or any portion of it,located in or adjacent to an area designated as sensitive for ❑ ❑✓
archaeological sites on the NY State Historic Preservation Office(SHPO)archaeological site inventory?
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? ❑
b. Would the proposed action physically alter,or encroach into,any existing wetland or waterbody? Z ❑
If Yes,identify the wetland or waterbody and extent of alterations in square feet or acres:
Page 2 of 3
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 ❑ Urban m Suburban
15. Does the site of the proposed action contain any species of animal,or associated habitats,listed by the State or NO YES
Federal government as threatened or endangered?
Northern Long-eared Sat ❑
16. Is the project site located in the 100-year flood plan? NO YES
❑✓ ❑
17. Will the proposed action create storm water discharge,either from point or non-point sources? NO YES
If Yes, 7 ❑
a. Will storm water discharges flow to adjacent properties? 7 ❑
b. Will storm water discharges be directed to established conveyance systems(runoff and storm drains)? ❑
If Yes,briefly describe:
18. Does the proposed action include construction or other activities that would result in the impoundment of water NO YES
or other liquids(e.g.,retention pond,waste lagoon,dam)?
If Yes,explain the purpose and size of the impoundment: ❑ �--�
SEPTIC AND PUMP STATION u
19. Has the site of the proposed action or an adjoining property been the location of an active or closed solid waste NO YES
management facility?
If Yes,describe: ❑
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?
If Yes,describe: a ❑
I CERTIFY THAT THE INFORMATION PROVIDED ABOVE IS TRUE AND ACCURATE TO THE BEST OF
MY KNOWLEDGE
Applicant/sponsor/name: HUTCHINS ENGINEERING-THOMAS CENTER PE Date:11/10/2020
Signature: Sv /AJ Title:PROJECT ENGINEER
rPRINT FORM Page 3 of 3
EAF Mapper Summary Report Monday, November 9, 2020 9:33 PM
_• Disclaimer: The EAF Mapper is a screening tool intended to assist
23 12 2b56 project sponsors and reviewing agencies in preparing an environmental
assessment form(EAF).Not all questions asked in the EAF are
answered by the EAF Mapper.Additional information on any EAF
2 -9.12-2-§7 question can be obtained by consulting the EAF Workbooks. Although
the EAF Mapper provides the most up-to-date digital data available to
DEC,you may also need to contact local or other data sources in order
° to obtain data not provided by the Mapper.Digital data is not a
3 9-12-2 4V-ii; substitute for agency determinations.
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Part 1 /Question 7 [Critical Environmental Yes
Area]
Part 1 /Question 7 [Critical Environmental Name:Lake George, Reason:Protect the resources of the park, Agency:Lake
Area - Identify] George Park Commission, Date:11-16-88
Part 1 /Question 12a [National or State No
Register of Historic Places or State Eligible
Sites]
Part 1 /Question 12b [Archeological Sites] Yes
Part 1 /Question 13a [Wetlands or Other Yes - Digital mapping information on local and federal wetlands and
Regulated Waterbodies] waterbodies is known to be incomplete. Refer to EAF Workbook.
Part 1 /Question 15 [Threatened or Yes
Endangered Animal]
Part 1 /Question 15 [Threatened or Northern Long-eared Bat
Endangered Animal - Name]
Part 1 /Question 16 [100 Year Flood Plain] Digital mapping data are not available or are incomplete. Refer to EAF
Workbook.
Part 1 /Question 20 [Remediation Site] No
Short Environmental Assessment Form - EAF Mapper Summary Report
t
W
\ Other Lands N/F of
SITE SOILS DATA - ASTEWATER.SYSTEM DESIGN
Micha 1 Grasso TEST PIT
\
3-BEDROOM RESIDENCE
J. sso e G B:970 P:18 TP-1 - 1011012019 BY TOM CENTER, P.E.' .
DESIGN FLOW 110 GPD/BEDROOM
SYSTEM DESIGN FLOW - 330 GPD
239.12-2-77 " 1
\ 0-48 - .LOAMY MEDIUM FINE SAND (FILL) SEPTIC TANK PROP. 1,000 GALLON PRECAST CONCRETE
// 48-64" - MEDIUM FINE SAND W/ GRAVEL &
L
COBBLES
Adjolning douse DESIGN APPLICATION RATE 0.7 GPD/SF, BASED ENV
1 ;?.
\ 717 �" ` +b`''.t`.. ''�� `',>' r \ - NO GROUNDWATER OR MOTTLING EVIDENCE 8-10 MIN/lN PERCOLATION RATE
` BEDROCK OBSERVED 064"
.,...! ABSORPTION BED AREA REQ D (330 GPO)/(0.70 GPD/SF)
<...; h
PERCOLATION TES? 471 SF
✓�, ,,.\ ', \ rM 1?-�?.;;: ��,�.y; .i \+...\ �_,\ �; ;� ie�•�o�,�.�g � .-.\}�; y` /' � PT-1 3/26/2020 BY TOM CENTER, P.E.
''a.. r�"ih �_f\, a�� ,l -h, I >Y'•-•a...; $5 i,'1', ,l `'1, �J `i / / _ — , ,
tr i t. >✓� �; ",. ABSORPTION BED AREA PROVIDED - 20 x 40 SOO SF
` `�u• � ' ' '`` � - STABILIZED E LOCATION RATE:
:
,.'
160 _ ohr t. t
;\ ..1. ,r
avers , � ,. :,\ r. ,. .vim— ..� 7 MIN D, r , _. � � ., , .. UTES 3 SECONDS P
,., :. „ � � „ ,� ., ,� . ,r . . ., i ': ER INCH
/ /
Wellr� ,✓, , ,\ r l
PROPOSED NEW DRILLED WELL Mean High ater r: ✓ / � .,! ,�... •`e , ,-�-, rc �'- ., ,J_ TO REPLACE EXISTING POINT WELL
t \. /IP
�. .I *„r� ./ :.: a ...: r,J :: ;{ � icy .,
'� _, � _.-_ _, SYSTEM INSTALLATION NOTES
1
,; � ,,.- _ — � .��_ � SYSTEM MATERIAL SPECIFICATIONS
\�ji. y -
S 11 �.
,, •` ` .,......... '\.\ V ',,,. 1 �ti\_._J% a �` i. :/'�\. .gyp � ___ '"_ ..
\ \ CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE Wi1H THE
U.P. - - _ ABSORPTION BED AGGREGATE
`.: �'\ r: �,-."\ e • ��,�PrLtt li\+`�:J { C�enerota' �
-_ <._.._ N._Y.S DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD 'SYSTEMS AND ASTM F481
•\ <� :r,C:>'_L t>.,.--��, � `.._..._. --._. _.._._ ___- ._.._ _-..._ ----- __--.- :. � STONE. IS TO BE 3 4 TO 1-1 2 WASHED CRUSHED STONE..
, \�� : •; �J / I - .. INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN SEPTIC TANK LEACH / /
may/ -� IPF
d \ ( b \._• :, �- - _ FIELDS EFFLUENT SEWER PIPE
WELL - -L ! 100 W i _
.�._._. PIPING 'TO BE 4 SDR-35 OR SCH-40 PVC. -INSTALL WITH 1 8 PER/
• t` „ � SETBACK\ --
� _. FOOT MINIMUM SLOPE -
„t AFTER EXCAVATION OF 20 WIDE X 20 LONG ABSORPTION BED TO THE
DEPTHS REQUIRED, FILTER FABRIC
/ i THE WA
EX.WELLS I. l ! WALLS AND FLOOR SHALL BE CLEANED AND RAKED .IN ORDER TO LOOSEN SMEARED FILTER FABRIC
J ,r'r.__ - - 100 PROP.DIS7:89 TO BE 4.8 OZ/SY NON WOVEN SEPARATION FABRIC,
AREAS F SOIL. 140N OR T.
\ 0WE�L h. �` SHORELINE
' ! � PROP.'20'x40'ABSORI�TTOlIJ.BED \ A S 0 7ENCA7F MIRAFl
SE 'BACK / SETBACK EQUIVALENT
\ \
' \ PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND FILTER FABRIC SHALL BE AS PIPING TO BE 1-1 2" SDR-11 HOPE :PROVIDE POS/77VE DRAINBACK TO
SHOWN, AND CARE'SHALL BE EXERCISED TO A VOID INCLUSION"OF FINE GRAINED SOILS AND PUMP STATION.
r so s 1 WASTE MATERIAL IN E STONE HOUSE SEWER PIPE
; TH ON AND PIPE.
Lake George/ , EXISTING W -- -- PIPING TO BE 4" SOR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1 4"
\ -
Y
_ /
/ EPWGE PIT t„ /
4 i 3 v Y `' \• THE PIPE SHOULD BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS PER FOOT MINIMUM SLOPE
` R o'a ' BE DECOMMISSIONED - - \
CD
TOPSOIL
-Well' of o , GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE CONDITIONS
w'.
i 7 \ l PLACE. 4 :MINIMUM TOPSOIL OVER N71
335 Area � +cn PIPE SHALL BE LAID W/7N HOLES DOWN IN'ALL •.CASES
E RE BACKFlLL AREA. SEED, MULCH,
y
AND ESTABLISH TURF.
� 334 �827.2- Sq. Feet �
D
4 nt post t ,0.E3- Aires... - m
'� !' ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF
AWAY FROM THE DISPOSAL FlELD.
z
_T __-- -. DD NOT USE HEAVY EQUIPMENT WHIN THE ABSORPTION
, ✓ A ORP710N AREA AFTER PIPING HAS.BEEN
�o°aGa� � B.M. d in root G1 Hemlodi \...\ INSTALLED.
Elmer,= k20' i
a
/ -
cSl
., _ _ _ . ,, ,, E SYSTEM `
i THE lEM IS T+, � NO . DESIGN_ _ : ED•_ 0 ACCOMMODATE TE EXTREME R,_ M EME WATER USE.
. _ Fl TUR S SUCH AS E
ro ,
1
JACUIZI_ , 1YPE SPA TUBS.
Dock t OR WATER TREATMENT EQUIPMENT. THE INSTALLATION OF
.. —
\ ., NON CONSERVING WATER FlX Fire flit
1URE5 OR EXTREME WATER USE FIXTURES IS CONTRARY TO
__ �,
_ 9€
___ -_ .. _.. � , ., .....• .. . -" .. ----' ,..., .. ..___. THE,APPROVAL OF THIS WASTEWATER TREATMENT SYSTEM. ;
\ \ \ ;
,_. _ i = CE MAIN.__ _
..._�' SDR�-FBR ..•. Y.-- , ,, � ,
_... '-•,._._ ,'••, � \___. ._....� � � } FROM PUMP:STATION.
--- \, i ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED
INSTALL TO PROVIDE FROST
./ `• o �. � .-.-_.__ > i i �i i Angle lrbm m Stone:
.Dock ` ��-.\ , _ FROM THE WASTEWATER SYSTEM.
_ ...._ : .. - RA1'IV BACK
PI'�OT CTION flR.D .. .-
An r
, ,
SEWER
1 3 �
SE _ _
. EFFLUENT ,
PROP �-' _ 1 :
CONSTRUCT DRAINAGE SWALE UPGRADE OF SYSTEM IN ORDER 70 DIVERT SURFACE RUNOFF
PROP. 1000 GAL clrzF , , , _ 149.42 /' , l2.00'
__ / N 82 57
t , / AROUND ABSORP110N FlELD.
PRECAST C i JV �'1 14
23.5 To Shore 1
SEPTIC TANK 8c -
\, cIRF cIRF
500 GAL.PRECAST NO WELL OBSERVED WIZ N, 11 13 06" E � SEP11C TANK, PUMP STATION & ABSORPTION BED MUST BE INSPECTED BY TOWN OF
/ / soo FT
STATION OF PRO QUEENSBURY BUILDING INSPECTOR AND DESIGN ENGINEER PRIOR To BACKFlLL AND FINAL
� :CONCRETE PUMP WASTEW�R_SYSTEM PLAN POSED WASTEWATEF,srsrEM
M- GRADING
SCALE. -20
f
RAPHI G C SCALE
10 5 10 0
20
0 2 40
VAMNCE SUMMARY
/. , \._.� �. \
IN FEET ) THE FOLLOWING RELIEF IS REQUESTED )��'' 5.0'� )rol
-
Q TIED FROM THE TOWN OF QUEENSBURY .. 2.5, � ) . ,2.5
CHAPTER 136 SEWERS`AND SEWAGE DISPOSAL:
CONTRACTOR Ti7 FIELD
VERIFY LOCATIONS AND DISTANCES
25 —� - 2 MIN. ,, ,�
TYP. _5 TIP. _. C;.� ,. �,/-\
4 MIN. �
f)
tizoNTaL sEPaRa noN of TOPSOIL i / STANCES 136 9 D.
_ r+
•--- _
:'.. .. . .. . .: .. BACKFlLL SOIL , ., .. .....: .,. 10 REQUIRED, \- t �:c )
,. :....:'.:.:.-... .:,.,,<..._ SEPTIC ----.� � -`.>`�l' 1"` -,r.`•_.r .—,, _ �,r
TANK BUILDING SETBACK
_ _
,/ 6 MIN /� 1 /
�._/ !._...i• / , „_ ;•, r/ )\ / •`, /. >; // 5,, , 1, �., / `\ `'; iy `• `d ,. '..�„ EQUESTED ! f� 1, `� .f� ! �f�
3 D PROPOSED 7' OF RELEF R �! _ _ i >,��
SEPTIC TANK WELL 61
S
w ETBACK 50 REQUIRED,
i
•
_PRCII�. ____._-8-0F�JEF RE ES _.
r r -.� l,._' �-�`--. • .:_ - QU LIED ._._ ._ _ -
�� :C r:
• w LIMIT OF 20 x40 ,
„ / / /
48 MIN. _. < _ ��/: I �i
-ram`� t - --... ._._; ... _.4- PERFORATED PVC' � : _ ,� _ . __ _ STONE BED"
\ I _
FILTER FABRIC, 'TENCATE FROM BOUNDARY,CONDITION
LATERALS INSTALLED NEAR
MIRAFI 140N OR EQUIVALENT
Q t } l C
LEVEL IN BED CONFIGURATION t
�,.
4" PERFORATED PVC LATERALS
ABSORPTI
ON BED SECTION 40 INSTALLED NEAR LEVEL 1N BED
NIS 1 _
/ // / CONFlGURA77ON
'�ram,' ..J.__... !.... --, , ...
r ti/ \1 C v l
Y . PROPOSED
•, ,�,—�'', a —"`mot � a �`�; ! i a
unoN ao
EXTERIOR WEATHERPROOF JUNCTION BOX IF NECE � DISTRIBUTION X
SUGCsliED. POLYETHYLENE 1 SEAL CON
EXTENSION TO GRADE WITH
CONDUIT:GAS TIGHT. INSTALL CONTROL PANEL IN HOUSE.
TAMPER RESISTANT ACCESS
ALL ELECTRICAL WORK TO BE INSPECTED 8Y A CERTIFIED �\
ELECTRICAL INSPECTION AGE P - : / Y )�_ �,. 1. I
AGENCY RIOT TO START UI OF PUMP `` \ -`r`_,. -_ •,. - ,`,-/ I ,_/ - ,_ '
COVER (NON-TRAFFIC AREAS) STATION.
» 12 MIN. COVER
12 MIN. COVER TRANSITION TO 4
OUTSIDE OF D-BOX
DISTRIBU77ON BOX >`• / ,l _, ,l
1/4" PER FOOT ,,• , :. . • . ,. . • •, ... - ,
MIN. SLOPE •: :'. 1/8" PER FOOT
3 MIN. SLOPE 4 HER _ BAFFLE :
LIQUID LEVEL ! 1-1/2" SE SPEED LEVELERS TO ASSURE 7C2"MIN.
WATERTIGHT SLEEVE FORCEMAIN ALL OUTLETS ARE AT EXACTLY
& SEAL (TYP.) 16" 18" THE SAME ELEVATION ABSORPTION BED PROFILE
BALL VALVE 2 MIN. DROP
l MIN. 4 PVC SDR-35 SOLID HEADER TO BETWEEN INVERTS NTS
» ABSORPTION LATERALS 1 8" PER,• -ALARM 3 ABOVE / ,
1 FOOT MIN SLOPE
TAX MAP # 239.12 2-76
SEPTIC TANKNOTES •: LIQUID DEPTH PUMP ON
ALL UN11S SHALL COMPLY W11N 1HE REQUIREMENTS 30" MIN. .,, PUMP ON „ _
OF THE NEW YORK STATE DEPARTMENT OF 'HEALTH » 1-1 2 SCH-40 PVC OR GALVANIZED PIPING
so Max. / PUMP STATION NOTES Dig ftafely.
AND SHALL BE OF PRECAST . CONCRETE AS
MANUFACTURED BY UTOPIA ENTERPRISES OR PUMP OFF INSIDE WET WELL THROUGH WALL SEAL ALL TANK OPENINGS WATERTIGHT. NOWT/ i ork
UNION - LOCATE SUCH THAT UNION
■Call ttehxo You pip
EQUIVALENT. MINIMUM 2X WIDTH 16'MIN. CAN BE DISCONNECTED AND PUMP PROVIDE AND INSTALL UL LISTED PACKAGED PUMP ■waR'tM'tioquin>KI 7Una
VOLUME OF DOSE 10
ALL STRUCTURES SHALL BE PLACED ON FIRM, MAXIMUM 4X WIDTH REMOVED WITHOUT TANK ENTRY CONTROL PANEL WITH VISUAL AND AUDIBLE ALARM. 0 ContI m UU1 ty 8E 75f GALLONS 1
' INSTALL SIMPLEX, DEMAND DOSE CONTROL 'PANEL !♦le�apact The whcs
COMPACT SAND OR GRAVEL BASE. WHERE EXISTING' ' • �•�� � � � � REDUCING.TEE PO/N1 ED DOWNWARD W11H 1"
SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE ..•;•. FLOAT SWITCHES - INSIDE HOUSE IN ACCESSIBLE LOCATION. ■pip with care
500 GALLON PRECAS BALL VALVE THROTTLED TO ALLOW TRICKLE
SHALL BE PLACED AS NECESSARY TO ACHIEVE A
'•`• ;. ' : ' •; INSTALL INSIDE PUMP PIT CONCRETE PUMP STATTO DRAIN BACK INTO WEIINELL 800-962.7962
STABLE BASE IN LOCATION ACCESSIBLE INSTALL POWER & CONTROL WIRING TO CONTROLLER 0 ISSUED FOR SEPTIC VARIANCE 11�10�2020
NEW 1,000 GALLON PRECAST CONCRETE SEPTIC WITHOUT PIT ENTRY INSTALL FLOAT SWITCHES TO B'� CHECK WITH ALARM IN HOUSE IN ACCORDANCE :W1TH
SEPTIC TANKS INSTALLED IN 7RAMC AREAS SHALL TANK OPERATE PUMP AND MAINTAIN VALVE MANUFACTURERS INSTRUCTIONS AND NA77ONAL N O. Revisions Dote
BE OF EXTRA HEAVY CONSTRUCTION DESIGNED FOR LEVELS AS INDICATED GOULDS WE03L PUMP ELECTRIC CODE (N.E.G) REQUIREMENTS
H-20 WHEEL LOADING.
PUMP CONTROL AND FLOAT LEVELS 717 BE WASTEWATER .SYSTEM PLAN � .DETAILS
ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. INSTALLED TO PROVIDE A 50 GALLON DOSE
JOINTS BELOW THE LIQUID LEVEL MUST BE TESTED MAP REFERENCE: prepared for
BEFORE BACKFlLUNG. EFFLUENT PUMP TO 13E GOULDS PUMPS WE SERIES, Michael Grc�SSO
MODEL NE03L SUBMERSIBLE EFFLUENT PUMP .3 HP, BASE MAP INFORMATION ' FROM
230 VOLT, 1PH
"MAP OF SURVEY BRIAN L
21 Rappaport Drive
VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO HAYWARD - KAREN L. HAYWARD," Town ofQueensbury, Warren County, NY
PURCHASING PUMP. IN THE TOWN OF QUEENSBURY,
ALL ELECTRICAL KIRK TO BE INSPECTED BY A WARREN COUNTY, NEW YORK.
CERTIFIED ELECTRICAL, INSPECTION AGENCY PRIOR TO DATED MARCH 12, 2008. LAST Drown: TRC Checked:GTH Scale: NOTED Date .3117 2020
START-UP OF PUMP ST47101V. REVISED DECEMBER 23, 2019. 169 Hagland Road
PREPARED BY D.L.DICKINSON
LAND AL�.� OF THIS DOCUMENT EXCEPT BY Queensbury, NY 12804
SEPTIC TANK& PUMP STATION DETAIL 291478-01 S 1
ASSOCIATES, LICENSED LAND A LICENSED PROFESSIONAL ENGINEER IS A -
VIOIATION OF NYS EDUCATION LAW. Hutchins Engineering 518 745-0308 Fox
y� SURVEYORS (5f 8) 745-0307 Phone