1.4 1.4
WASTEWATER\Set PUTarra nt—System Components—Absorption Field ETU Force Mani Pump Station Septic Tank to Lanes Well Lake House—In APA-5-2-2022
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF ROBERT AND JEAN TARRANT
RESOLUTION NO.: ,2022
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, Robert and Jean Tarrant have applied to the Local Board of Health for variances
from Chapter 136 to install a new enhanced treatment on-site wastewater treatment system with its
components proposed to be located as follows:
1. Absorption field toe of fill to be 81' from the westerly well in lieu of the required 100'
setback;
2. Absorption field toe of fill to be 2' from the northerly property line in lieu of the
required 10' setback;
3. Fuji Clean Enhanced Treatment Unit (ETU) to be 5' from the house in lieu of the
required 10' setback;
4. Fuji Clean ETU to be 7' from the northerly property line in lieu of the required 10'
setback;
5. Pump station to be 40' from the Lake George shoreline in lieu of the required 50'
setback;
6. Pump station to be 7' from the property line in lieu of the required 10' setback;
7. Pump station to be 4.5' from the house in lieu of the required 10' setback;
8. Force main to be 3' from the house in lieu of the required 10' setback; and
9. Force main to be 43' from the Lake George shoreline in lieu of the required 50'
setback;
on property located at 308 Cleverdale 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, May 16d', 2022 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Robert and Jean Tarrant's sewage disposal variance application concerning
property located at 308 Cleverdale Road in the Town of Queensbury (Tax Map No.: 226.12-1-82)
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 2nd day of May, 2022,by the following vote:
AYES
NOES
ABSENT:
NOTICESISEWERNTarrant New System-Components In APA—5-16-2022
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, MAY 16TH, 2022 AT 7:00 P.M. AT THE QUEENSBURY ACTIVITIES
CENTER, 742 BAY ROAD, QUEENSBURY TO CONSIDER AN APPLICATION BY ROBERT AND JEAN TARRANT
FOR SEWAGE DISPOSAL VARIANCES TO INSTALL A NEW ENHANCED TREATMENT ON-SITE WASTEWATER
TREATMENT SYSTEM WITH ITS COMPONENTS TO BE LOCATED AS FOLLOWS:
1. ABSORPTION FIELD TOE OF FILL TO BE 81' FROM THE WESTERLY WELL IN LIEU OF THE
REQUIRED 100' SETBACK;
2. ABSORPTION FIELD TOE OF FILL TO BE 2' FROM THE NORTHERLY PROPERTY LINE IN LIEU OF
THE REQUIRED 10' SETBACK;
3. FUJI CLEAN ENHANCED TREATMENT UNIT (ETU) TO BE 5' FROM THE HOUSE IN LIEU OF THE
.REQUIRED 10' SETBACK;
4. FUJI CLEAN ETU TO BE 7' FROM THE NORTHERLY PROPERTY LINE IN LIEU OF THE REQUIRED
10' SETBACK;
5. PUMP STATION TO BE 40'FROM THE LAKE GEORGE SHORELINE IN LIEU OF THE REQUIRED 50'
SETBACK;
6. PUMP STATION TO BE T FROM THE PROPERTY LINE IN LIEU OF THE REQUIRED 10' SETBACK;
7. PUMP STATION TO BE 4.5'FROM THE HOUSE IN LIEU OF THE REQUIRED 10' SETBACK;
8. FORCE MAIN TO BE 3'FROM THE HOUSE IN LIEU OF THE REQUIRED 10' SETBACK;AND
9. FORCE MAIN TO BE 43' FROM THE LAKE GEORGE SHORELINE IN LIEU OF THE REQUIRED 50'
SETBACK;
ON PROPERTY LOCATED AT 308 CLEVERDALE ROAD IN THE TOWN OF QUEENSBURY(TAX MAP NO.: 226.12-
1-82).
TO OBTAIN FURTHER INFORMATION, ALL INTERESTED PERSONS MAY CONTACT THE QUEENSBURY
TOWN CLERK'S OFFICE, 742 BAY ROAD, QUEENSBURY (518) 761-8234 OR VISIT ON LINE AT:
WWW.OUEENSBURY.NET.
AT THIS PUBLIC HEARING ALL INTERESTED PERSONS WILL BE HEARD.
PUBLICATION DATE: MAY ,2022
C.AROLINE H.BARBER
TOWN CLERK
TOWN OF QUEENSBURY
169 Haviland Road
Queensbury,NY 12804
Hutchins Engineering PLLC Phone:(518)745-0307
Fax:(518)745-0308
j
April 26, 2022 .
Town of Queensbury Local Board of Health
742 Bay Road
Queensbury NY 12804
Re: Robert&Jean Tarrant—308 Cleverdale Road—Sandy Bay—'Lake George
Septic Variances
Tax Map ID: 226.12-1-82
Dear Supervisor Strough and Town Board Members:
This office represents the Tarrant :family with respect to their tear-down and new home
construction project and a new enhanced treatment on-site wastewater treatment system at their
308 Cleverdale Road property, which has 61-ft of lake frontage upon Sandy Bay, Lake George.
In accordance with our discussions at the April`41h Board of Health Meeting, revisions have been
made to the plans, specifically the previously proposed Puraflo® Peat Biofilter system has been
revised to a Fujiclean Enhanced Treatment Unit with a shallow pipe-in-stone absorption bed..
The absorption bed has been shifted further away from the shoreline, so that it's toe of fill is now
compliant with the 100-ft shoreline setback. Subsequently, an increase in setback relief to
westerly neighboring well is requested. The updated variance requests are itemized on Sheet S3
of the project plans. In addition, the proposed house has been shifted further away from the
shoreline than as previously proposed.
Enclosed please find 9 sets of updated plans and applications. We respectfully request that this
application be placed upon the agenda of the Board's May 2, 2022 meeting. It is our clients'goals
to pursue the necessary Planning and Zoning Board approvals this spring and to begin
construction after Labor Day of this year. Please contact me with any questions that you may
have or if you would like to perform another site visit. Thank you for your assistance with the
project.
Best re ,
Lucas W. Dobie, P.E.
Associate/Partner—Design Engineer
Hutchins Engineering PLLC
"
SEPTIC VARIANCE office Use 061y
Permit#:
APPLICATION Permit Few.
'to Ifts'n of 0 i6 6. ry
Invoice*-,.
742 Bay Road,Queensbury,NY 12:804
P:518-761-8256 vvww.aueensburv.net Approvals:-:; ' A
y
Submittal:-1 (one)original &8 copies of the completed application package
PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL
Section 1:
Contact Information:
Property Owner's): Robert&Jean Tarrant Owner's Agent: Hutchins Engineering PLLC
Address: 41 CliffsIde Wive Address: 169 Haviland Road
Saratoga Springs, NY Queensbury, NY 12804
Phone#: 518-461-8715 Phone#:.518-745-0307
Email: tarrant93CPaol.com /jttar*rant(PgmaiI.com
Email: lWdObie0hutchinsengineering.com
Section 2:
Site Information:
"e Address: 308 Cleverdale Road Tax ID#: 226.12-1-82
Dleecetoh-s-to Site: 7 properties north-of-Boats.By -George Marina on Sandy Bay
Section 3:
Distance from well on property to septic system(if applicable) Lake Water Supply feet
Section 4:
Is it possible to install a'conforming septic system on this property? ❑Yes RN No
If YES,please explain and attach a diagram:
Section 5:
Does the Proposed system meet setback requirements for distance from wells&septicsystems on neighboring
propert-ie-'s? [:]Yes No- if NO,please explain: 4Z I
Section 6: wr-:m6lez r Pvr4l' if r
is the proposed system to be installed under parking area? F1 Yes 100 NO
Section 7:
c-ction of the Sanitary Sewage Ordinance from whichin
* you are seeking the Variance(i.e.leaching system will be 89 ft.
i�n well in lieu of required 1-00 ft.): please see plans fordetailed list
Septic Variance Application Revised Decernber2021
Section 8•
List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this
information from the Town of Queensbury's Assessor's Office:
North Name Joseph Potvin
Address 3753 State Route 4 Hudson Falls NY 12839
Tax Map ID 226.12-1-81
South Name Carol B. Wright
Address 624 Pleasant Valley Road Berne NY 12023
Tax Map ID 226.12-1-83
East Name Lake George
Address
Tax Map ID
West Name Michael Craft / Charles Eafrato
Address 2 Terrie St Ellenville NY 12428 / 5 Whitney PI, Saratoga Springs, NY 1286(
Tax Map ID 226.12-1-9 / 226.12-1-8
Section 9:
OWNER STATEMENT '
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and'septic system located at:
308 Cleverdale F. I/We realize that putting the well,septic tank or leaching systemless than the required 100 feet
from the Neighboring Well may increase the risk of pollution-
Owner—Print Name: Robert T rant
Owner—Signature: Date: �Z
Section 10•
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:Charles Eatratt
307 Cleverdale Rd . I/We realize that putting the well,septic tank or leaching system less than the required 100 feet
from the leaching system ' ' may increase the risk of pollution.
Neighbor/Tenant—Print Name: Charles Eafrato
)ighbor/Tenant-Signature: Date:
1,
Septic Variance Application Revised December 2021
Section 11:
AUTHORIZATION AND SIGNATURE PAGE
f
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 fallowing if the OWNER is using an Agent:
Owner's Name: Robert & Jean Tarrant
Designates: Hutchins Engineering PLLC as agent regarding the Septic Variance for
Site Address: 308 Cleverdale Rd.
Tax Map#: 226.12-1-82
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 reviewingthe
application submitted.
'lease Note: Other permits may be required for construction or alteration activity subsequent to approval by
1
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 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: Robert or Jean Tarrant
OWNER—SIGNATURE: DATE: JmWl
AGENT--PRINT NAME: Lucas V ie, P.E.
"5ENT—SIGNATURE: DATE: Z
Septic Variance Application Revised December 2021
w 7i
YiRX''4s
v�
Wand
i�
7 �
1�
r. .
LOCATION MAP
Cover Sheet
Robert & lean Tarrant
v'
Tear Down &
_`°°°" New Home Constructi
�� on
DRAWING LIST
SURVEY
S 1 - EXISTING CONDITIONS
ENGINEERING PLANS
S2 - EXISTING CONDITIONS - DEMOLITION PLAN
S3 - SITE PLAN - PROPOSED CONDITIONS
S4 - WASTEWATER DETAIL SHEET
S5 -CONSTRUCTION DETAIL SHEET
(NOT SUBMITTED FOR W/W VARIANCE)
ZONING REQUIREMENTS
WR - WATERFRONT RESIDENTIAL
MINIMUM LOT SIZE: 2-ACRES
SHORELINE SETBACK: 50'
(50' MIN. OR AVG. OF 2-ADJOINING NEIGHBORS,
WHICEVER IS MORE RESTRICTIVE,
NORTHERLY NEIGHBOR: 27'±, SOUTHERLY: 34'±)
FRONT SETBACK: 30'
SIDE SETBACKS: 15'
(LOT WIDTH < 50' LESS THAN OR EQUAL TO 60')
(AVERAGE LOT WIDTH = 60.0')
REAR SETBACK: 30'
MAX. BUILDING HEIGHT: 28'
(16' FOR ACCESSORY STRUCTURES)
PERCENT PERMEABLE: 75%
MAX. FLOOR AREA RATIO: 22%
Dig ® Safely.
New (fork
M Call Before You Dig
® Walt The Required Time
IM Confirm utility Response
® Respect The Marks
® Dig With Care
800.962-7962
www.digsafe"wyork.com
308 Cleverdale Road
Sandy Bay - Lake George
Town of Queensbury
Warren County
New York State
Tax Map # 226ml2-1-82
`Awl
J
d:
< s+i
a
x
Ne
S
fir=
as
2014
y
NEIGHBORHOOD MAP
qx
OWNERS & APPLICANTS
ROBERT & JEAN TARRANT
41 CLIFFSIDE DRIVE
SARATOGA SPRINGS, NY 12866
tZ�S.A �2
SITE LOCATION
Town Board /Local Board of Health
Submission for Septic Variance
March 9, 2022
Town Board /Local Board of Health
Resubmission for Septic Variance
April 26, 2022
291791-01
Robert & Jean Tarrant
308 Cleverdale Rd
Sandy Bay - Lake George
an D er2
Steve s
Land Surveyors
169 Haviland Road Queenebury, New York 12804
(518) 792-8474 New York Tic. No. 50135
Hutchins Engineering PLLC
169 Haviland Road
Queensbury, NY 12804
(518) 745-0307 Phone
(518) 745-0308 Fax
Map References
Map of a Topographic Survey
made for
Lee Potvin
Dated: December 29, 2003
By: Van Dusen & Steves
Land Surveyors
Map of a survey of
Lot No. 15 of Ripley's Point
Dated: April 11, 1940
By George F. Chism
Deed Reference
Robert L. Tarrant
To
Robert L. Tarrant &
Jean T. Tarrant
Dated: December 21, 1989
Recorded on: January 05, 1990
B:779 P:261
N
N
(V
N
NOTES: Lands N/F of J/
1.) THIS MAP WAS PREPARED WITHOUT THE BENEFIT OF AN ABSTRACT OF Carol B. Wright & ;
TITLE OR AN UP TO DATE TITLE REPORT AND IS THEREFORE SUBJECT TO Paul J. Scilipoti
ANY STATEMENT OF FACTS SHOWN THEREON. B: 5770 P: 68
2.) PARCEL 15 SUBJECT TO ANY EA5EMENT5 OF RECORD. 22G. 12-1-53
3.)
THIS MAP WAS PREPARED FROM AN ACTUAL FIELD SURVEY MADE IN
ACCORDANCE WITH THE EXISTING CODE OF PRACTICE ADOPTED BY THE
NEW YORK STATE ASSOCIATION OF PROFESSIONAL LAND SURVEYORS.
4.)
THI5 MAP 15 COPYRIGHT Q 2021 VAN DUSEN * 5TEVE5 LAND
SURVEYORS. UNAUTHORIZED ALTERATION OR ADDITION TO TH15
DOCUMENT 15 VIOLATION OF SECTION 7209, SUBDIVISION 2, OF NEW
5.)
YORK STATE EDUCATION LAW.
DIMENSIONS BETWEEN PROPERTY LINES AND STRUCTURES ARE TO THE
NEAREST HALF FOOT AND ARE FOR THE SOLE PURPOSE OF U.P. NM37
INTERPRETING THEIR CONFORMANCE WITH ZONING AND NOT INTENDED
Le e�
Legend
TO AID IN THE ESTABLISHMENT OR RETRACEMENT OF PROPERTY LINES.
G.)
CONTOURS SHOWN HEREON ARE REFERENCED TO THE NATIONAL
CIRF = Capped Iron Rod Found
GEODETIC VERTICAL DATUM OF 1329 (NGVD29).
7.)
UNDERGROUND UTILITIES, IF ANY, ARE NOT SHOWN HEREON.
IRF = Iron Rod Found
IPF = Iron Pipe Found
8.)
THE SURVEYED PARCEL 15 SUBJECT TO WHATEVER RIGHTS, TITLE OR
Imo- U.P. = Utility Pole
INTEREST THE TOWN OF QUEEN513URY AND THE PEOPLE OF THE STATE OF NEW
YORK MAY HAVE TO MAINTAIN THE ROADS, AND TO WHATEVER RIGHTS,
= Overhead Utility Wire
TITLE OR INTEREST THE TRAVELING PUBLIC MAY HAVE TO THE BED OF THE
ROADS.
D us
M
Date: June 04, 2021
Scale I "=20'
AP SEARING ED A LICENSED LAN 5URV ADDITION
MAP BEARING A LICENSED LAND SHRVEYORS SEP1 IS A
Map of a .Topographic Survey made -for
VIOLATION OF SECTION 7205, 5UB-DIVISION 2, OF THE
NEW YORE STATE EDUCATION LAW.'
'ONLY COPIES FROM L�TMS SURVEY
THE OFT
S
MARKED WRIT PN ORIGINAL OF THE LAND 91JRVEYORS
HE
TO RE VALID TRUE COPIES.'
SEAL SHALL IONS INDICATED
'CERfIFtCAT10N51NaCATEO HEREON SIGWPY THAT
THIS SURVEY WAS PREFARED IN ACCORDANCE WITH THE
Robert &Jean Tarrant
Land S Z.1 r V e O r S
Vy THEG CODE OF PRACTICE FOR LAND SURVEYORS ADOPTED
B1' THE NEW YORKSTATE ASSOCIATION OF PROFESSIONAL
y
LAND SURVEYORS. SAID CERTIFICATION5 SHALL RUN ONLY
To THE PERSON FOR WHOM THE 56-R.VEY 15 PREPARED. AND
.SHEET 1 OF 1
169 Haviland Road Queensbury, New York 12804
ON HI5 BEHALF TO THE TITLE COMPANY, GOVERNMENTAL
T'ENEA55IGNY AND N5OFTDINr ELENDONUSSTITLMTED N.- AND
TOTHE AssIGNEEs of me LENDING INsmLmoN •
�p� -
Town of Queensbury, Warren County, New York
TARRANT
(518)
792-8474 New York Lic. No. 50135
1 1
NO.
DATE
DESCRIPTION
DWG. NO. 21-105 c3Go4
22G. 1 2-1-52
I
221! 12-1- 0 U.P. f�M38
311 Cleverdal Road
Lands N/F of I
Bray
HOLDING TANK
PER BLDG PERM.REPUTED
89-528 COMMUNITY
WATER SUPPLY
i
226.12-1-9
309 Cleverdale R ad
Lands N/F of
Craft
PARCEL CURRENTLY
UNDER BOH VARIANCE I
REQUESTS
APRIL 18,2022
CESSPOOL
UNDER REAR REPUTED i
PORTION OF COMMUNITY
HOUSE PER WATER SUPPLY
BOH VARIANCE _
REQUESTS
APRIL 18,2022
Qell Ca5mg
I
I
226.12-1-8
307 Cleverdale Road
Lands N/F of I
Ea fra to
I
SEPTIC IN
REAR PER
BLDG PERM.
95-373
I
Dig Safely.
New York
■ Call Before You Dig
■ Wan The Required Time
■ Confirm utility Response
■ Respect The Narks
■ Dig With Care
800-962-7962
wwwAlipsefelynewyork-com
EXISTING FLOOR AREA RATIO ZONING REQUIREMENTS
PARCEL AREA = 10,406 SF ZONE - WR (WATERFRONT RESIDENTIAL)
22% ALLOWABLE F.A.R. MINIMUM LOT SIZE - 2-ACRE
ALLOWABLE FLOOR AREA = 2289 SF FRONT SETBACK - 30'
EXISTING HOUSE FOOTPRINT = 1175 SF SIDE SETBACKS - 15'
(AVG. LOT WIDTH > 50', LESS THAN OR EQUAL TO 60')
FIRST FLOOR AREA = 1175 SF
- (AVG. LOT WIDTH = 60.0)
SECOND FLOOR AREA = 825 SF REAR SETBACK - 30'
r (FROM ASSESSOR REPORT)
SHORELINE - 50,
PORCH AREA = 270 SF
(OR AVERAGE OF 2ADJOINERS, WHICHEVER IS MORE RESTRICTIVE)
cy 226. 12 -1- 81 GARAGE AREA 1= 365 SF (GROUND LEVEL) (NORTHERLY NEIGHBOR = 27t, SOUTHERLY NEIGHBOR = 34'-+
310 Cleverdale Road GARAGE AREA it = 245 SF LOT WIDTH - 150,
�j Lands N / F of (SECOND LEVEL, 2(3 OF GROUND LEVEL AREA)
Joseph &Carolyn Potvin ' ! SHED = 220 SF ROAD FRONTAGE - 150
\ B:1442 P: 13 ! TOTAL FLOOR AREA = 3100 SF MAXIMUM BUILDING HEIGHT - 28'
AdJ OI n I n FLOOR AREA RATIO = 29.8% MINIMUM PERCENT PERMEABLE - 75%
MAXIMUM FLOOR AREA RATION - 22%
UNKNOWN
\ � W/W SYSTEM
LLJ
•3 EXIST. GARAGE 1 i I i
• REPUTED
\ TO BE REMAIN ��
LAKE WATER
h SUPPLY
;I
O
CIRF
MST. W 1 W SYSTEM
TO SE REMOVED
/ \ ( Wire Fence I / S ° 481451,
u Garage \ G I 1 ' ± To Shore
® /
U --- '�` �,P PT-3 � .!�� V mw) / EXIST. CEDAR ' / X
+• ®� .... TO BE REMOVED I I ES IMATED
\ EXIST. 4-BIRHOUSE I E)ISTING \ /
l 1 TO BE REMOVED W/ SYSTEM /
W 5+ 33a/ EXIST. CEDAR \ e J I
..�.� ,� TO BE REMOVED 1 ' I Coric, I
20' 4IDE SETT p A ea I ° Ni� 226. 12 -1- 82 I c )
c
/ �, 308 Cleverdale Road' (330i �.,. 10406.S
a /i Lands of / 3 \ -'� / 0.2� Acres
rmj Robert & Jean Tarran a '
n Patio Remains
8: 779 P: 261 ' 7� B.M N N EXIST. PORCH
37.00' $ Iv ' m TO BE REMOVED I Boat
House
LAO WATER '
°` 4 f5= L w SUPPLY
1° ° a ° . Concrete Walk ' tL
ir PT- G�PT='!"' .... .,.,� ` ° ,�� TWO Story �/�/p0 z " v
{ / d Frame e Concrete I
' 1 E S CK (BLDG� ...�. a. - �OUS '� m ° Ik
/ Concrete w�Wood Cover
• a /
i I I
v --�' .ama s .-- t = V
/ t o° F F• Elev.=330 1. g _� �- .-,Jc 30.0±
If
T -i/ 84.0'± d y EXIST. STEPS
/ o. "'� ■•.. TO BE REMOVED
2 10 P.L. SETBACK (W IV` -•• -r. -„
EXIST. W ALK f
�� \ TO BE REMOVED l 3 7 5 ± j Dock
CIRF �^ l Shed �, EXIST. PATIO
TO BE REMOVED r t Sla/ C
� Walk
165, 95 , I Reta�iin '� / n l
/ Wa{i �l
I� �3`'� +i 85031 'A �/ �329 ,ti0 a; EXIST. WALK I , +
/ ,� 3� ti TO SE REMOVED 61 Along Shore
Z, / ,y' ,� / 3.5'± To Shore
Ad�otnlng Garage S W ' ti —
EXIST. SHED ^> ' W W W W W
~��/ TO BE REMAIN I I +I NJ
° Ln �ti� N ' M.H W EL. 320.2 EXIST. LAKE
WATER INTAKE+
r�j/ Wood Cover' / /
��j Ad olnl
I'D ESTIMATED 226. 12- 1-83 n9 douse Dock
1 W`/W` SYSTEM 304 Cleverdale Road I
Lands N/F of
Carol B. Wright &
Paul J. Scilipoti REPUTED
B:5770 P:68 LAKE WATER
SUPPLY
SITE DEVELOPMENT DATA
SITE AREA:
0.24-AC (10,406 SF)
EXISTING
IMPERVIOUS
COVERAGE
HOUSE
1175 SF
GARAGE
365 SF
PORCH
270 SF
SHED
220 SF
WALKS & STAIRS
740 SF
TOTAL IMPERVIOUS
2770 SF
PERCENT IMPERVIOUS
26.6%
PERMEABILITY
73.4%
SITE SETBACKS
REQUIRED FOR
EXISTING
MOST
HOUSE
RESTRICTIVE
WR ZONE
SHORELINE
501
37.5 PORCH)
(
30.0'
(PORCH STAIRS)
NORTH SIDE
20'
15.0'
1.0'
(GARAGE)
SOUTH SIDE
20'
9.5'
1.5'
(SHED)
FRONT
30
84.0'
6.5'
(GARAGE)
EXISTING CONDITIONS & DEMOLITION PL4N '
SCALE: 1 "=10' 34-4:
GRAPHIC SCALE
5 0 2.5 5 10 20
( IN FEET )
:
V4* i 04"r / tf
� I z Rai
,949,
mea jaa..�. !
7
s~
MaPOx :aMnM
4
LOCATION MAP
SITE LOCATION
Lake
George sandy
Bay
RYA
IN A
�L o�
PR w ON
vie c��
R� R�
oR FGO'SST R
Fo
o`�
TAX MAP # 226.12-1-82
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
2
RE -ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH
412612022
1
ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY
313012022
0
ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH
31912022
No.
Revisions
Date
EXISTING CONDITIONS & DEMOLITION PLAN
MAP REFERENCES
prepared for
SUBJECT PARCEL
Robert & Jean Tarrant
BASE SURVEY INFORMATION TAKEN FROM "MAP OF A
TOPOGRAPHIC SURVEY MADE FOR ROBERT & JEAN TARRANT..."
308 Cleverdale Road - Sand Bay - Lake George
Y Y 9
PREPARED BY, VAN DUSEN & STEVES LAND SURVEYORS,
QUEENSBURY, NY. DATED: JUNE 4, 2021
NORTHERLY NEIGHBORING PARCEL
"MAP OF A TOPOGRAPHIC SURVEY MADE FOR LEE POTVIN... °
PREPARED BY VAN DUSEN & STEVES LAND SURVEYORS,
QUEENSBURY, NY. DATED: DECEMBER 29, 2003
� an Du s e
k
Steves
Land Surveyors
ALTERATION OF THIS DOCUMENT EXCEPT
189 Haviland Road Queembur,. Now York 12M BY A LICENSED PROFESSIONAL ENGINEER
(518) M-8474 Nm York U.. No. 5o185 IS A VIOLATION OF NYS EDUCATION LAW.
Town of Queensbury, Warren County, New York
Drawn: LWD
Checked: GTH
Scale: 1"=10'
Dote: 10/14/2021
169 Hovilond Rood
n Queensbury, NY 12804
Hutchins PLLC (518) 745-0307 Phone
Engineering
g- g (518) 745-0308 Fox
291791-01-S2
I
I
226. 12-1- 0 U.P. � M38
311 Cleverdal Road
Lands NIF of I
Bray
HOLDING TANK
PER SLOG PERM.REPUTED
89.528 COMMUNITY
WATER SUPPLY
I
226.12-1-9
309 Cleverdale R ad
Lands NIF of
Craft
PARCEL CURRENTLY
UNDER BOH VARIANCE I
REQUESTS
APRIL 18,2022
CESSPOOL
UNDER REAR REPUTED
PORTION OF COMMUNITY
HOUSE PER W
BOH VARIANCE WATER SUPPLY
REQUESTS
APRIL 18,2022
i
ell Casing
L
i
I
I
-----------------
226.12-1-8
307 Cleverdale Road
Lands NIF of
Ea frato
i
SEPTIC IN
REAR PER
BLDG PERM.
95-373
Dig Safely.
New/,York
■ Call Before You Dig
■ Walt The Required Time
■ Confirm Utility Response
■ Respect The Marks
■ Dig With Care
800-962.7962
wwwAlgsefelynewyork.com
SITE SOILS DATA
TEST PITS
TP-1 - 716121 BY L.W DOBIE, P.E.
�q GARAGE SOUTHWEST OF PROP. ABSORPTION FIELD
TOPSOIL/GRASS
= 8-36" RED -BROWN FINE LOAMY -SILTY SAND
36-50" BROWN SILTY LOAM, MOTTLED
BOUNDARY CONDITION 0 36"
ROOTS TO 36"
�.
s�yFrcy
UNKNOWN
WIW SYSTEM
PROP. CONC. _
\ DISTRIBUTION
BOX W � BAFFLE
LLI
Wrre Fence
Garage <�oo
U. G
U�""" .... ..., •„� ® I0 P.l. SETBACK (yV i
a�a
I r Nr- � \
Cal 226.12 -1- 82 c)
NI 308 Cleverdale Road
_...
/I Lands of /
^IRobert
Jean rran�r-s.�%'
8:779P 261to
�E
... _ '�tS
ST ASV REQ' x
SITE SOILS DATA
PERCOLATION TESTS
PT-1 - 3111122 BY: L.W. DOBIE, P.E.
STABILIZED PERCOLATION RAPE:
24 MINUTES, 30 SECONDS PER INCH
I� A
EL o�
P1 O
vie c`��
R�
PT-2 R�
- 3111122 BY, L.W. DOBIE, P.E. OIR sl�
STABILIZED PERCOLATION RATE: - IVO�
�+ R G
28 MINUTES PER INCH
O� y
226.12-1-81
310 Cleverdale Road
Lands NIF of
Joseph & Carolyn Potvin
B:1442 P:13 Adjolnlncj House
PROP. NATURAL BOULDER W ALL
T-4.V EXPOSED HEIGHT PROP. FU7I CLEAN
CE-5 ENHANCED
PROP. 2W x 2T STONE TREATMENT UNIT REPUTED
ABSORPTION BED, LAKE WATER
INSTALLED IN STABILIZED FILL PROP. S00 GAL HEAVY
PROP. T, PVC SDR-26 DUTY SEPTIC TANK AS SUPPLY
FORCEMAIN, PROVIDE DUPLEX PUMP STATION
T COVER &POSITIVE
DRAINSACKTO PUMP STA. PROP. GUTTER
1 \ PROP. ROOF GUTTER DOWNSPOUT 8�
ALONG EAVELINE SPLASHPAD
ADDITIONAL SITE SOILS DATA
PERCOLATION TEST
PT-3 - 4126122 BY. L.W. DOBIE, P.E.
STABILIZED PERCOLATION RATE:
12 MINUTES PER /NCH
177 02 ' 00
32� /3�6 2Tt P
327
3'y6� J
I � r ~$ EIS -� :
33
In
_
1
_.1
r
-
�'J 1
P-L-g__ . R t "
CIRF
Sh cl I . W .
J
,.
'Y
1FEG' /y
-
32 �
W '
r I3-� h 85 °3�� w Z -
t3
AdjO1n'n9 Gara � q m
9 e Ze PROP. NATURAL BOULDER W ALL ' +I
I 2 -4.5 EXPOSED HEIGHT ) o
PROP. FLAGSTONE W ALKW AN
L
WASTEWATER SYSTEM SETBACK SCHEDULE
PROPERTY LINE
WELL
WATERLINE
HOUSE
LAKE GEORGE
SEPTIC TANK,
PUMP STATION,
10,
50'
10,
10,
50'
FORCE MAIN
ABSORPTION FIELD
10,
100,
10,
20'
100,
(TOE OF FILL)
SITE DEVELOPMENT DATA
SITE AREA:
0.24-AC (10,406 SF)
EXISTING
IMPERVIOUS
COVERAGE
CHANGE IN
IMPERVIOUS
COVERAGE
PROPOSED
IMPERVIOUS
COVERAGE
HOUSE
1175 SF
(535 SF)
640 SF
GARAGE
365 SF
----
365 SF
PORCH
270 SF
95 SF
365 SF
SHED
220 SF
----
220 SF
WALKS, STAIRS, WALLS
740 SF
(90 SF)
650 SF
TOTAL IMPERVIOUS
2770 SF
(530 SF)
2240 SF
PERCENT IMPERVIOUS
26.6%
(5.1 %)
21.5%
PERMEABILITY
73.4%
5.1%
78.5%
r4 Wood Cover' /
4 ESTIMATED 226. 12 -1- 83
WIW SYSTEM 304 Cleverdale Road
Lands NIF of
Carol B. Wright &
/ Paul J. Scilipoti
8:5770 P:68
PROPOSED SITE PLAN
SCALE: 1 "=10'
GRAPHIC SCALE
5 0 2.5 5 10 20
( IN FEET )
SITE SETBACKS
REQUIRED FOR
PROPOSED
MOST
WR ZONE
HOUSE
RESTRICTIVE
SHORELINE
50'
40.8'
(PORCH)
37.5'
(PORCH STAIRS)
NORTH SIDE
20'
16.3'
1.0'
(GARAGE)
SOUTH SIDE
20'
15.8'
1.5'
(SHED)
FRONT
30'
90•7
6.5'
(ENTRANCE ROOF)
(GARAGE)
- PROP. ROOF GUTTER
ALONG EAVELINE
PROP. STONE STEPS
Adjoinln9 douse
w
P0.0P. SEDIMENT
PROP. SEDIMENT
CONTROIFENCE (TVP.
CONTROL FENCE (TYP)
/
PT. FOR MEASURING BLDG
FINISHED GRADE = 324.8
PROP. FLAGSTONE W ALKW AY
- PROP. GUTTER /
DOWNSPOUT &
SPLASHPAD
PROP. T, HDPE
LAKE W ATER SUPPLY
REPUTED
LAKE WATER
SUPPLY
I
34'1
MINOR STORMWATER REQUIREMENTS
• 1.5 GALS / SF OF NEW IMPERVIOUS AREA FOR PROJECTS WITH LESS THAN
15,000 SF OF DISTURBANCE OF DISTURBANCE
- 530 SF NET DECREASE IN SITE COVER - NEW SMPS NOT REQUIRED
FOR REDEVELOPMENT PROJECTS, PROVIDE MITIGATION MEASURES AS FEASIBLE,
SIZED FOR FIRST 112" RAINFALL FOR IMPERVIOUS AREAS.
PROPOSED 2240 SF OF TOTAL SITE IMPERVIOUS COVERAGE
2240 SF x (0.5" / 12) = 93 CF OF STORAGE
TWO PROPOSED SHALLOW VEGETATED DETENTION AREAS NEAR SHORELINE
- SOUTHERLYAREA TO PROVIDE 65 CF OF STORAGE
- NORTHERLYAREA TO PROVIDE 115 CF OF STORAGE
- 180 CF OF TOTAL VOLUME TO BE PROVIDED
MAP REFERENCE
BASE SURVEY INFORMATION TAKEN FROM "MAP OF A
TOPOGRAPHIC SURVEY MADE FOR ROBERT & JEAN Le
TARRANT... " PREPARED BY. VAN DUSEN & STEVES LAND 189 Havllam
SURVEYORS, QUEENSBURY, NY. DATED: JUNE 4, 2021 (518) 792-84
1'± To Shore
7.7 Dock
]v R Q D, 3751REHORELIN
QVE rED
,0'8r PORC
H TO SHORELINE
61'± Along Shore
3.5'± To Shore
W- w w w W-
- PROP. SHORELINE
PLANTINGS
- M.H W EL. 320.2 EXIST. LAKE
W ATERINTAKE-i
- PROP. SHALLOW VEGETATED
DETENTION LAWN AREA,
STORAGE VOLUME = 65 CF
Dock
DECK
EROSION & SEDIMENT CONTROL NOTES
• BEFORE ANY CLEARING OR GRUBBING OF THE SITE IS INITIATED, AND
DURING EARTHWORK PHASES, SEDIMENT CONTROL FENCE SHALL BE
INSTALLED AS SHOWN ON THE PLAN.
• AT THE CONCLUSION OF EACH DAYS WORK AND AFTER EVERY STORM
EVENT, SEDIMENT CONTROL FENCE AND ANY OTHER EROSION
CONTROL MEASURES SHALL BE INSPECTED FOR FAILURES OR
SEDIMENT ACCUMULATION. ANY FAILURE SHALL BE IMMEDIATELY
CORRECTED.
• ALL BARE EARTH AREAS SHALL BE SEEDED AND MULCHED WITHIN
7-DAYS OF COMPLETION OF WORK 1N THE AREA. ONLY AREAS
WHICH AREA ACTIVELY UNDER CONSTRUCTION MAY REMAIN OPEN FOR
MORE THAN 7-DAYS. ONCE CONSTRUCTION IS COMPLETED IN THESE
AREAS, SEED AND MULCH SHALL BE INSTALLED WITHIN 7-DAYS.
• WITHIN 500' OF M.H.W. OF ANY LAKE, POND, RIVER, STREAM OR
WETLAND, NO LAND AREA, INCLUDING AREAS STOCKPILED WITH
EARTHEN MATERIALS, WHICH HAS BEEN CLEARED, MAY BE LEFT
DEVOID OF VEGETATION FOR MORE THAN 24-HOURS WITHOUT A
PROTECTIVE COVERING SECURELY PLACED OVER THE ENTIRE AREA
AND/OR EROSION CONTROL MEASURES PROPERLY INSTALLED TO
PREVENT SEDIMENTS FROM ENTERING THE WATERBODY. ACCEPTABLE
PROTECTIVE COVERINGS INCLUDE: NATURAL MULCH OF A DEPTH OF
2-INCHES, ROCK RIPRAP, NON-DEGRADEABLE MATERIALS SUCH AS
PLASTIC OR CANVAS COVERINGS AND IMPERVIOUS STRUCTURES.
• TEMPORARY EROSION CONTROL MEASURES, INCLUDING SEDIMENT
CONTROL FENCE AND/OR MULCH, SHALL BE INSTALLED AND
MAINTAINED FOR ANY TEMPORARY SOIL STOCKPILE AREAS THAT ARE
TO BE LEFT FOR MORE THAN 7-DAYS.
• NO LAND AREA MAY BE LEFT DEVOID OF VEGETATION FOR MORE
THAN 7-DAYS WITHOUT A PROTECTIVE COVERING SECURELY PLACED
OVER THE ENTIRE AREA AND/OR EROSION CONTROL MEASURES
PROPERLY INSTALLED.
• FOR GROUND CLEARING ACTIVITIES OCCURRING BETWEEN OCTOBER 15
& APRIL 15, IN WHICH VEGETATION CANNOT BE ESTABLISHED,
EXPOSED EARTHEN AREAS SHALL BE COVERED WITH EITHER A TARP
COVER OR AN EXTRA HEAVY LAYER OF MULCH.
• ANY AREA OF REVEGETA77ON MUST EXHIBIT A SURVIVAL OF A
MINIMUM OF 807.' OF THE VEGETATION THROUGHOUT THE YEAR
FOLLOWING REVEGETATION. REVEGETATE AS NEEDED TO MEET THIS
REQUIREMENT.
• THE CONTRACTOR SHALL COMPLY WITH THE NEW YORK STATE
STANDARD SPECIFICATIONS FOR EROSION AND SEDIMENT CONTROL
(THE BLUE BOOK).
Lake
George sandy
Bay
SEPTIC VARIANCE SUMMARY
1. ABSORPTION FIELD TO WESTERLY WELL AT 307 CLEVERDALE RD
100'REQUIRED
81' PROPOSED FOR TOE OF FILL
5. PUMP STATION TO SHORELINE
19' OF RELIEF REQUESTED
50' REQUIRED
ABSORPTION BED MEETS 100' WELL SETBACK
40' PROPOSED FOR PUMP STATION
10' OF RELIEF REQUESTED
2. ABSORPTION FIELD TO NORTHERLY PROPERTY LINE
6. PUMP STATION TO PROPERTY LINE
10' REQUIRED
10' REQUIRED
2' PROPOSED FOR TOE OF FILL
7PROPOSED FOR PUMP STATION
8' OF RELIEF REQUESTED
3' OF RELIEF REQUESTED
ABSORPTION BED MEETS 10' P.L. SETBACK
Z PUMP STATION TO HOUSE
3. FUJI CLEAN ETU TO HOUSE
10' REQUIRED
10' REQUIRED
4.5' PROPOSED FOR PUMP STATION
Y PROPOSED FOR ETU
5.5' OF RELIEF REQUESTED
5' OF RELIEF REQUESTED
8. FORCE MAIN TO HOUSE
4. FUJI CLEAN ETU TO NORTHERLY PROPERTY LINE
10' REQUIRED
10' REQUIRED
3' PROPOSED FOR FORCEMAIN
T PROPOSED FOR ETU
T OF RELIEF REQUESTED
3' OF RELIEF REQUESTED
9. FORCE MAIN TO SHORELINE
50'REQUIRED
43'PROPOSED FOR FORCEMAIN
7OF RELIEF REQUESTED
TAX MAP # 226.12-1-82
ALTERATION OF THIS DOCUMENT EXCEPT
BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF
NYS EDUCATION LAW.
WASTEWATER SYSTEM DESIGN
3—BEDROOM RESIDENCE
WATER SAVING FIXTURES
(1.6 GPF MAX. FLUSH, 3.0 GPM MAX. FAUCETS)
DESIGN FLOW — 110 GPD/BEDROOM
SYSTEM DESIGN FLOW — 330 GPD
PRETREATMENT TANK — FUJICLEAN MODEL CE-5 E.T.U.
PUMP STATION — 500 GAL PRECAST CONCRETE
W/HEAVY DUTY TOP & ANT► —FLOATATION BASE EXTENSIONS
W/DUPLEX, ALTERNATING PUMPS & DEMAND DOSING
DESIGN APPLICATION RATE. 0.55 GPD/SF, BASED ON
16-20 MIN/IN PERCOLATION RATE
(BLEND OF NATIVE & FILL SOILS)
ABSORPTION BED AREA REQ'D = (330 GPD)/(0.55 GPD/SF)
= 600 SF
337 E.T.U. REDUCTION AREA REQ'D = 402 SF
• SEASONAL HIGH GROUNDWATER @ 36"
• PROVIDE 3—FT OF SEPARATION TO SHGW
• POTABLE WATER SUPPLY TO BE LAKE WATER WITH
FILTRATION & UV DISINFECTION
Dig Safely.
New/York
Call Before You Dig
Wait The Required Time
Confirm Utility Response
® Respect The Marks
■ Dig With Care
800-962.7962
www.digsafeiynewyork.com
336
335
334
333
332
331
330
INSTALL POLYETHYLENE EXTENSION
TO GRADE WITH TAMPER
RESISTANT ACCESS COVER
(NON —TRAFFIC AREAS)
1/4" PER FOOT
MIN. SLOPE
4" PVC SDR-35 HOUSE SEWER I
MAINTENANCE CONTRACT NOTE
A MAINTENANCE AND SERVICE CONTRACT BETWEEN SYSTEM
OWNER AND MANUFACTURER'S REPRESENTATIVE IS REQUIRED
FOR SEMI-ANNUAL INSPECTION AND SERVICE OF THE
FUJICLEAN CE-5 ENHANCED TREATMENT UNIT.
WASTEWATER SYSTEM FILL
MATERIAL NOTES
AFTER REMOVING ORGANICS & TOPSOIL, PLACE SYSTEM FILL OVER THE
EN71RE AREA OF PROPOSED ABSORPTION BED AND TAPER AREA.
"ABSORPTION AREA SYSTEM FILL" MATERIAL SHALL BE CAREFULLY
SELECTED SAND OR SANDY LOAM WITH IN —PLACE PERCOLA71ON RATE
OF 3-6 MIN/INCH AND NO ORGANICS OR OBJECTS OVER 3" IN SIZE.
LESS THAN 109 BY WEIGHT SHALL BE FINER THAN 0.05mm. AT
LEAST 25% OF THE MATERIAL BY WEIGHT SHALL BE IN THE RANGE OF
0.50mm TO 2.Omm. LESS THAN 15% OF THE MATERIAL BY WEIGHT
SHALL BE LARGER THAN A 1/2" SIEVE.
ABSORP77ON AREA SYSTEM FILL MATERIAL SHALL BE INSTALLED TO
PROVIDE MINIMUM OF 3—FEET BETWEEN SEASONAL HIGH GROUNDWATER
(28") AND BOTTOM OF ABSORPTION BED. ONLY SYSTEM FILL
MATERIAL SHALL BE INSTALLED THROUGHOUT THE ABSORPTION BED
AREA AND TAPER AREAS.
ABSORPTION AREA SYSTEM FILL MATERIAL IS TO BE MECHANICALLY
STABILIZED IN 12" LIFTS WITH TRACKED EQUIPMENT PRIOR TO
INSTALLA71ON OF ABSORPTION TRENCHES.
INSTALLER TO NOTIFY ENGINEER OF PROPOSED SOURCE OF SYSTEM
FILL MATERIAL PRIOR TO TRANSPORTING TO SITE
E.T.U. NOTE
• •r.�r�:r�:�0 11,rrl1���r rrr•�.�L��
:•. I•► • �:• ►p ► 1 1
500 GAL PRECAST CONCRETE
SEPTIC TANK W/EXTRA
HEAVY DUTY TOP AS
DUPLEX PUMP STATION
TO BE DAMP—PROOF
TAR COATED ON OUTSIDE
BY CONTRACTOR
30" POLYETNYLENE EXTENSION
TO GRADE WITH TAMPER
RESISTANT ACCESS COVER
CHAIN ON PUMP TO TOP
OF TANK TO ALLOW FOR
FUTURE PUMP REMOVAL
WITHOUT ENTERING TANK
-- -
°
2"
1/8" PER FOOT
°
<
Ll
°d,
MIN. SLOPE
BALL VALVE
DO
4" PVC SDR-35 EFFLUENT SEWER
INSTALL VALVES AND
0 p.
UNION SUCH THAT
CONCRETE ANTI —FLOTATION
PUMP CAN BE
COLLAR ALL AROUND PER
ISOLATED AND
INSTALLATION MANUAL
REMOVED WITHOUT
°
REQUIRING PIT ENTRY
,
ALARM/LAG PUMP ON
— 6" ABOVE 'PUMP ON'
a
59"
PUMP ON �—
e VOLUME
OF DOSE
PUMP OFF
50 GALS
FLOAT SWITCHES — INSTALL 12" MIN.
°
INSIDE PUMP PIT IN
LOCATION ACCESSIBLE
WITHOUT PIT ENTRY
FUJICLEAN USA MODEL CE-5
77
ENHANCED TREATMENT UNIT
EXCAVATION, PREPARATION, AND
12" OF 3/4-1-1/2"
BALL CHECK VALVE
PRECAST CONCRETE
BACKFILL TO BE COMPLETED IN
CRUSHED STONE
ANTI —FLOATATION
ACCORDANCE WITH MANUFACTURER'S
DUPLEX EFFLUENT PUMPS
BASE EXTENSION
INSTALLATION MANUAL.
GOULDS 3885 WE SERIES
BY MANUFACTURER
FUJICLEAN ETU & PUMP STATION
DETAIL
NTS
SYSTEM INSTALLATION NOTES
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN
ACCORDANCE WITH THE N.Y.S. DEPARTMENT OF HEALTH INDIVIDUAL
HOUSEHOLD SYSTEMS AND THE MANUFACTURER ANUA'S INSTRUCTIONS.
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.
PLACEMENT OF CRUSHED STONE, PURAFLO UNITS AND FILTER FABRIC
SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID
INCLUSION OF FINE GRAINED SOILS AND WASTE MATERIAL IN THE
STONE ABSORPTION BED.
DISPOSAL FIELD SHALL BE GRADED TO SHED RAINFALL AWAY FROM
THE DISPOSAL FIELD.
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER
ABSORPTION SYSTEM HAS BEEN INSTALLED.
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES.
ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE
MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM.
20' STONE ABSORPTION BED WIDTH
ABSORPTION FIELD SECTION
SCALE. 1/2"=1'
SYSTEM MATERIAL SPECIFICATIONS
HOUSE SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/4"
PER FOOT MINIMUM SLOPE.
EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCH-40 PVC. INSTALL WITH 1/8"
PER FOOT MINIMUM SLOPE.
FORCEMAIN
PIPING TO BE 2" SDR-26 PVC. MAINTAIN 3' MINIMUM COVER AND
POSITIVE DRAWBACK TO PUMP STATION.
ABSORPTION BED AGGREGATE
STONE IS TO BE 3/4" TO 1-1/2" WASHED CRUSHED STONE,
FILTER FABRIC
FILTER FABRIC TO BE 4.8 OZ/SY NON —WOVEN SEPARATION
FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT.
FILL MATERIAL
FILL MATERIAL TO BE GRANULAR LOAMY SAND AS DESCRIBED IN
"FILL MATERIAL NOTES."
TOPSOIL
PLACE 4" MINIMUM TOPSOIL OVER ENTIRE ABSORPTION FIELD
AREA. SEED AND ESTABLISH TURF.
EXTERIOR WEATHERPROOF JUNCTION BOX
(IF NECESSARY). SEAL CONDUIT GA TIGHT.
INSTALL CONTROL PANEL IN HOUSE. ALL
ELECTRICAL WORK TO BE INSPECTEBY A
CERTIFIED ELECTRICAL INSPECTION AGENCY
PRIOR TO START—UP OF PUMP STATION.
2" MIN. DROP
DISTRIBUTION BOX F BETWEEN INVERTS
TRA SI TION TO 4" —1
OUTSIDE OF D—BOX
CONCRETE BAFFLE 2" MIN.
lu.5E SPEED LEVELERS TO ASSURE
ALL OUTLETS ARE AT
7//
EXACTLY THE SAME ELEVATION
4" PVC SDR-35 SOLID
HEADER 0 MANIFOLD PIPING
1/8" PER FOOT MIN SLOPE
R-26PUMP STATION NOTES
FORCEMAIN SEAL ALL TANK OPENINGS WATERTIGHT.
PROVIDE POSITIVE PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL
DRAWBACK TO PANEL WITH VISUAL AND AUDIBLE ALARM. INSTALL DUPLEX,
PUMP STATION ALTERNATING, DEMAND DOSE CONTROL PANEL INSIDE HOUSE
2" SCH-40 PVC PIPING IN ACCESSIBLE LOCATION, SJE RHOMBUS IFS SINGLE PHASE
INSIDE WET WELL DUPLEX DEMAND DOSE CONTROLLER.
THROUGH WALL INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH
GATE VALVE ALARM IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S
INSTRUC71ONS AND NATIONAL ELECTRIC CODE (N.EC.)
REDUCING TEE POINTED DOWNWARD WITH REQUIREMENTS.
1 " BALL VALVE THROTTLED TO ALLOW
TRICKLE DRAIN BACK INTO WETWELL PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO
ALTERNATE PUMP DOSING AND TO PROVIDE A 50 GAL DOSE
UNION — LOCATE SUCH THAT UNION
CAN BE DISCONNECTED AND EACH PUMPS TO BE GOULDS MODEL 3885, WE05H 230V, SINGLE PHASE,
PUMP REMOVED WITHOUT TANK ENTRY 35 GPM PUMP AT 30 FT TDH.
VERIFY ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP.
WASTEWATER SYSTEM SETBACK SCHEDULE
PROPERTY LINE
WELL
WATERLINE
HOUSE
LAKE GEORGE
SEPTIC TANK,
PUMP STATION,
10,
50'
10'
10,
50'
FORCE MAIN
ABSORPTION FIELD
10,
100,
10'
20'
100,
(TOE OF FILL)
NATURAL BOULDER WAL
((J
Q
ca
I�
i
- 330
TAX MAP # 226.12-1-82
ALTERATION OF THIS DOCUMENT EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A VIOLATION OF NYS EDUCATION LAW.
2 RE —ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH 4/26/2022
1 ISSUED TO ADIRONDACK PARK AGENCY FOR JURISDICTIONAL INQUIRY 3/3012022
0 ISSUED TO TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH 3/812022
No. I Revisions Date
WASTEWATER DETAIL SHEET
prepared for
Robert & Jean Tarrant
308 Cleverdale Road - Sandy Bay - Lake George
Town of Queensbury, Warren County, New York
Drawn: LWD Checked: GTH I Scale: NOTED Date: 10/14/2021
169 Haviland Road
ALTERATION OF THIS DOCUMENT EXCEPT Queensbury, NY 12804 291791-01-S4
ns En•neeri
BY A LICENSED PROFESSIONAL ENGINEER Hutchins �n PLLC (518) 745-0307 Phone
IS A VIOLATION OF NYS EDUCATION LAW. Engineering (518) 745-0308 Fax