SEP-0614-2021 SEPTIC VARIANCE Office Use Only
Received:
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APPLICATION Permit#: cJ�-� — Off- 2o2-1
Town of(jurrn.Gun Permit Fee: I k.25'f
742 Bay Road,Queensbury,NY 12804 6,
P:518-761-8256 www.queensbury.net Invoice#: 0�J
Approvals:
Submittal: I original&8 copies of the completed application package
Property Owner(s):_ Mary E. Sheehan Irrev. Trust Owner's Agent: Fthan P. Hall - Rucinski Hall Architecture
Address: 11011 Queens Blvd -Apt 26L Address: 134 Dix Ave
Forest Hills NY 11375 Glens Falls NY 12801
Phone#: 917-763-5656 Phone#: 518-741-0268
Site Address: 80 Rockhurst Road, Qby Tax ID#: 227.13-2-42
Directions to Site: Property is located on Rockhurst- Sheldon Point Lake George off Cleverdale Road
Distance from well on property to septic system (if applicable) NA feet
Is it possible to install a conforming septic system on this property? Yes X No
If YES,please explain and attach a diagram:
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? x Yes No If NO,please explain:
Is the proposed system to be installed under a parking area? Yes X No
Section of the Sanitary Sewage Ordinance from which you are seeking the variance (i.e. leaching system will be 89 ft.
from well in lieu of required 100 ft.):
The property does not allow for a sewage disposal system to be installed that meets the separation
distance requirement to the lake or the property lines so a holding tank system is being proposed.
Setback distance from the existing home to the holding tanks is 4'-0" where 10'-0" is required. The
setback distance from the tanks to the property line is 2'-8" on the south and 4'-8" on the west where
10'-0" is required. D ECEIIVEn
-11 AUG 19 2021 ig
} TOWN OF QUEENSBURY
Septic Variance Application BUILDING&CODES February2018
J .
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 LG Legacy LLC
Address 2 Dallas Drive, Poughkeepsie NY 12603
Tax Map ID 227.13-2-41
South Name Matthew &Jeanne Lucas
Address 59 High St. Needham Heights MA 02494
Tax Map ID 227-13-2-43
East Name Lake George
Address
Tax Map ID
West Name William & Jeffrey Clark
Address 547 Bridgeview Drive, LeMoyne PA 17043
Tax Map ID 227.13-2-35
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
80 Rockhurst Drive
I/We realize that putting the well,septic tank or leaching system less than the required 10 feet from the home
may increase the risk of pollution.
Owner—Print Name: -Joseph Sheehan -Trustee - Mary E. Sheehan Irrev. Trust Date: 27 July 2021
Owner—Signature: 49 Sivasfrt. Date: 27 July 2021
NEIGHBOR OR TENANT RELEASE STATEMENT (if applicable)
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:
I/We realize that putting the septic tank or leaching system less than the required feet from the
may increase the risk of pollution.
Neighbor/Tenant—Print Name: Date:
Neighbor/Tenant-Signature: Date:
Septic Variance Application February 2018
•
AUTHORIZATION AND SIGNATURE PAGE
This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site
visits,other permit responsibilities and agreement to provide documentation required.
Complete the following if the OWNER is using an Agent:
Owner's Name: Joseph Sheehan -Trustee - Mary E. Sheehan Irrev. Trust
Designates: Fthan P Hall - Rucinski Hall Architecture as agent regarding the Septic Variance for
Tax Map#: 227.13-2-42
OWNER'S SIGNATURE: 96,4 �`'/ DATE: 27 July 2021
Engineering Fee Disclosure:Applications may be referred to the Town consulting engineer for review of septic
design,storm drainage, etc. as determined by the Town Board of Health. Fees for engineering review services
will be charged directly to the applicant.
Authorization for Site Visits: By signing this page and submitting the application materials attached herein,the
Owner,Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code
Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the
application submitted.
Please Note: Other permits may be required for construction or alteration activity subsequent to approval by
the Town Board of Health. It is the applicant's responsibility to obtain any additional permits.
Officiatial Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated
stenographer tape record the proceedings of the meetings resulting from the application, and that the
minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy
between such record and the handwritten minutes taken by the designated stenographer,the handwritten
minutes shall be deemed the official record.
I,the undersigned, have thoroughly read and understand the instructions for submission;agree to the
submission requirements and completed checklist:
OWNER—PRINT NAME: Joseph Sheehan -Trustee - Mary E. Sheehan Irrev. Trust
OWNER—SIGNATURE: 9"1.4,4
5W42/24,t, DATE: 27 July 2021
AGENT—PRINT NAME: Ethan P. Hall - Rucinski Hall Architecture
AGENT—SIGNATURE: OY1a-PP 7 DATE: 27 July 2021
Septic Variance Application February 2018
4" PVC
SCH-40
MIN. SLOPE
1/4" PER
FOOT
NISHED LAWN AREA
12"t GRAVEL COVER
Elf
I
AUG 12 W
TOWN. OF E NISr,3URY
BUi€AG & COrjr-s
MAXIMUM LIQUID LEVEL
INSTALL FLOAT SWITCHES TO
OPERATE ALARM PANEL AT
INDICATED LEVELS
PRECAST CONCRETE EXTENSION
TO GRADE WITH TRAFFIC RATED
CAST IRON MANHOLE COVER
WITH WATERTIGHT INSERT
EXTERIOR WEATHERPROOF JUNCTION
BOX (IF NECESSARY). SEAL CONDUIT
GAS TIGHT. INSTALL CONTROL PANEL
IN HOUSE
90% CAPACITY
80% CAPACITY (1,350 GAL)
(1,200 (DAL) WARNING/SHUT DOWN
50% CAPACITY VERY HIGH LEVEL ALARM ON
(750 GAL) ALARM ON
HIGH LEVEL
ALARM ON
1--1,500 GAL EXTRA HEAVY
HOLDING TANK NOTES DUTY PRECAST CONCRETE
ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE HOLDING TANK
DEPARTMENT OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS
MANUFACTURED BY FORT MILLER 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.
TANK SHALL BE OF HEAVY-DUTY CONSTRUCTION DESIGNED FOR H-20 WHEEL
LOADING.
ALL JOINTS MUST BE SEALED WITH WATERTIGHT SEALANT
LAST TANK
NOT TO SCALE
ALARM SEOUENCE
ALARM PANEL TO BE CUSTOM ENGINEERED PANEL BY SJE-RHOMBUS®
CONTROLS. INSTALLER TO OBTAIN SPECIFICATION FROM ENGINEER.
WHEN LEVEL OF TANK REACHES 50% LEVEL, AMBER LIGHT WILL
INDICATE "TANK HIGH LEVEL" ON ALARM PANEL.
WHEN LEVEL OF TANK REACHES 80% LEVEL, RED LIGHT WILL
INDICATED "VERY HIGH LEVEL" ON ALARM PANEL.
WHEN LEVEL OF TANK REACHES 90% LEVEL, BUZZER WILL SOUND AND
RED LIGHT WILL FLASH, INDICATING "TANK SHUTOFF LEVEL" AND
RELAY FOR THE MAIN WATER SUPPLY WILL DISABLE PUMP,
DISCONTINUING WATER SUPPLY TO HOUSE.
SYSTEM WILL RESET AFTER HOLDING TANK IS PUMPED DOWN TO
BELOW THE ACTUATION LEVEL OF "HIGH LEVEL" ALARM SWITCHES.
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Book 5005 Page 142
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320.2= High water elevation per
Lake George Park Commission
Regulation 645-2.1(ak)
GENERAL NOTES
INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
A SURVEY DRAWING PREPARED BY DARRAH LAND SURVEYING
LEGEND
— — — — — — — — PROPERTY LINE
---------------------- PROPERTY LINE SETBACKS
---------- --- EXISTING CONTOURS
330 NEW CONTOURS
E - E — E — E — OVERHEAD ELECTRIC SERVICE
E/P EDGE OF PAVEMENT
SITE DATA
PROPERTY ZONING CLASSIFICATION: WR (WATERFRONT RESIDENTIAL)
MINIMUM LOT SIZE: 2 ACRES
MINIMUM LOT WIDTH: 150 FEET
TAX MAP NUMBER: 227.13-2-42
SETBACKS
FRONT
REQUIRED
30'-0"
EXISTING
17'-10"
SHORELINE
50'-0"
28'-11"
SIDE SOUTH
20'—O"
8'-5"
SIDE NORTH
40'_1"
REAR
30,-0"
NA
MAXIMUM BUILDING HEIGHT
28'-0"
24'-0"f
MINIMUM PERCENT PERMEABLE
75X
62.21%
MAXIMUM FLOOR AREA RATIO
22X
31.87X
ACTUAL LOT SIZE: 9,225.38 SF (0.21 ACRES)
ACTUAL FRONTAGE: 90.34 FEET
EXISTING SITE
COMPONENT
TOTAL SITE
COVERAGE CONDITIONS
AREA
9,225.38
SF
PERCENTAGE
100.0%
BUILDINGS
1,432.21
SF
15.52X
PAVING & WALKS
2,054.20
SF
22.27X
GREEN SPACE
5,738.97
SF
62.21%
BASEMENT SPACE 875 SF
MAIN FLOOR 978 SF
COVERED PATIO 403 SF
ATTIC STORAGE 684 SF
TOTAL 2,940 SF
F.A.R. 31.87%
FILE C�PY
TOWN OF QUEENSBURY
BUILDING DEPARTMENT
Based on our limited examination, corm. PROJECT
with our comments shall not be constr LOCATION
indicating the plans and spec+fications are in
full compliance 'try,
227.13-2-42
Sheehan, Joe
80 Rockhurst Rd
Septic Variance/i
TOWN OF QU •
BUILDING & 0 -
RevieWed By.
Date,
SEP-0614-2021
10 5 0 5 10 20
GRAPHIC SCALE
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SEAL BELOW IS AN ORIGINAL SEAL
IS IN RED INK. ONLY SEALS IN RED INK
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RECOMMENDATIONS AND
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CONSTRUCTION INDUSTRY
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SCALE AS NOTED
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DRAWING TITLE
EXISTING
SITE PLAN
DRAWING No.
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Y:\Slteehan Residence - Rockhurst\C-1.3 Concept Site Plan.dwg,
7/25/2022 9:42:10 AM, KIP 7170K
Catch Basin
Rim 337.5'
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x ,316.0
x 337,9
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LOT27
Lands Now or Formerly of
L. G. LeWacr, LW
Book J674 Page 128
227:1s-2-41
Utility Pole
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REVISION NOTE: / o
TANKS UPDATED TO REFLECT /
1,500 GALLON 2—PIECE TANK
FROM UTOPIA PRECAST /
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1500 GALLON 2 PIECE
1-58" W-6'1" L-9'2" TH-72" /
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OUTLET FROM HOUSE AND / Edge of
CONNECTIONS BETWEEN TANKS
/ Pavement
TO BE DETERMINED AT TIME OF
INSTALL //PROPOSED /
/HOLDING TANK
SEPTIC SYSTEM
(3) 1,500 GALLON
HOLDING TANKS
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/ Pavemen
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Lands Now or Formerly of
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Book 5005 Page 142
287:19-2-1.Y
SITE PLAN
1" = 10'-0"
YAS6ehan Residence - Rockhurst\C-1.3 Concept Site Plan.dwg, 7/25/2022 8:45:22 AM, KIP 7170K
SHADED AREA INDICATES
EXISTING BUILDABLE AREA
OF EXISTING LOT BASED
ON ZONING SETBACKS
79-0c), 00" E
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Area i = 0.,21 t Acres
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GENERAL NOTES
INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
A SURVEY DRAWING PREPARED BY DARRAH LAND SURVEYING
LEGEND
— - - - - - - — PROPERTY LINE
---------------------- PROPERTY LINE SETBACKS
----------- EXISTING CONTOURS
3 NEW CONTOURS
— E — E — E — E — OVERHEAD ELECTRIC SERVICE
E/P EDGE OF PAVEMENT
SITE DATA
PROPERTY ZONING CLASSIFICATION: WR (WATERFRONT RESIDENTIAL)
MINIMUM LOT SIZE: 2 ACRES
MINIMUM LOT WIDTH: 150 FEET
TAX MAP NUMBER: 227.13-2-42
SETBACKS
FRONT
REQUIRED
30'-0"
EXISTING
17'-10"
PROPOSED
12'-3"
SHORELINE
50'-0"
28'-11"
28'-11"
SIDE SOUTH
20'-O"
8'-5"
8'-5"
SIDE NORTH
40'-1"
10'-3"
REAR
3V-0"
NA
NA
MAXIMUM BUILDING HEIGHT
28'-0"
24'-0"t
24'-0"t
MINIMUM PERCENT PERMEABLE
75%
62.21%
67.75%
MAXIMUM FLOOR AREA RATIO
22%
32.99%
40.41%
ACTUAL LOT SIZE: 9,225.38 SF (0.21 ACRES)
ACTUAL FRONTAGE: 90.34 FEET
1NMI T
TOTAL SITE
9,225.38 SF
100.0%
BUILDINGS
2,500.00 SF
27.10%
PAVING & WALKS
475.48 SF
5.15%
GREEN SPACE
PROPOSED FLOOR
6,249.90 SF
AREA RATIO
67.75%
COMPONENT
BASEMENT SPACE 871
SF
COVERED PA110
403
SF
MAIN FLOOR
1,111
SF
GARAGE
822
SF
ATTIC STORAGE
330
SF
COVERED DECK
129
SF
COVERED PORCH
TOTAL SPACES 3728 SF
F.A.R.
40.41 %
VIMA IC^T
227.13-2-42 SEP-0614-2021
Sheehan, Joe
80 Roc:khurst Rd
Septic Variance/Alteration
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No.
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RESOLUTION APPROVING MARY E. SHEEHAN IRREV. TRUST'S
APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: BOH 56,2021
INTRODUCED BY: Mr.Harrison Freer E
WHO MOVED ITS ADOPTION
AUG Q 9 2022
SECONDED BY: Mr. George Ferone TOWN OF OUEENSBURY
BUILDING & CODES
WHEREAS,the Mary E. Sheehan Irrev. Trust(Applicant) filed an application for variances
from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136,
§136-11 which requires applicants to obtain a variance for holding tanks as the Applicant wishes to
replace a wastewater system by installing a holding tank system consisting of three (3) holding
tanks each with a capacity of 1,500 gallons for a total capacity of 4,500 gallons, thus meeting or
exceeding the required total capacity of 3,000 gallons,and
WHEREAS, the Applicant has also applied for additional variances from Chapter 136 to
allow placement of the holding tanks:
1. 4' from the existing home in lieu of the required 10' setback;
2. 5' from the south property line in lieu of the required 10' setback; and
3. 4'8"from the west property line in lieu of the required 10' setback;
on property located at 80 Rockhurst Road in the Town of Queensbury, and
WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's
official newspaper and the Local Board of Health duly conducted a public hearing concerning the
variance requests on Monday, September 27th,2021, and
WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners
within 500 feet of the subject property,
NOW,THEREFORE,BE IT
RESOLVED,that
1. due to the nature of the variances, the Local Board of Health determines that the
variances would not be materially detrimental to the purposes and objectives of this
Ordinance or other adjoining properties nor otherwise conflict with the purpose and
objectives of any Town plan or policy; and
2. the Local Board of Health finds that the granting of the variances is necessary for the
reasonable use of the land and are the minimum variances which would alleviate the
specific unnecessary hardship found by the Local Board of Health to affect the
Applicant; and
BE IT FURTHER,
RESOLVED,that the Local Board of Health hereby approves the application of the Mary E.
Sheehan Irrev. Trust for variances from the Sewage Disposal Ordinance to allow installation of a
holding tank system consisting of three(3)holding tanks each with a capacity of 1,500 gallons for a
total capacity of 4,500 gallons, thus meeting or exceeding the required total capacity of 3,000
gallons and placement of the holding tanks:
1. 4' from the existing home in lieu of the required 10' setback;
2. 5' from the south property line in lieu of the required 10' setback; and
3. 4'8"from the west property line in lieu of the required 10' setback;
on property located at 80 Rockhurst Road in the Town of Queensbury and bearing Tax Map No:
227.13-2-42,and
BE IT FURTHER,
RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by
certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review,and
BE IT FURTHER,
RESOLVED, that this approval Resolution shall not be effective until 30 days after such
notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park
Agency during such period.
Duly adopted this 27th day of September,2021,by the following vote:
AYES : Mr. Ferone,Mr. McNulty,Mr. Metivier,Mr. Freer
NOES : None
ABSENT: Mr. Strough
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'.:. . ------ *.-..:- . : • ::i,. ,:-..-:-::.:-, ... ,-•.."'.:-.!..,_; :.,,,;:
CONTACT:INFORMATION: PLEASE PRINT LEGIBLY OR:TYPE,EPLEASE INCLUDE AN EMAIL
• Applicant::
Name(S)..... . 1 16 5 Scrkc t Cret;.h
Mailing Address, C/S/Z: Z Cowey lvetyreh ': I- otf Y W i• i-z7ey
:Cell:Phone:_( si S ): 7 6,- 0 85.6 Land Line _( riq ) 714- 7/9 y
Email 51,11'ele-1 0 ; 104ce,#•c • Co"-
:
.: ?rimeni Ownet(s):
7 Name(s) 6i.... 5-11e-e LI.—
Mailing Address-X/5/Z:: qe, , ,,c. k 11,,,lt Rovii. ee Y. wk 12 So ti
Cell liligneU '1,1 ) 165 - r 6C & Land Line!
Email:
DI Check if all work will be performed by.pi...OpertViOMeronlv
• Contiettor:
:: Contact Name(s):
ContraCtor:Trade:
Mailing AddreSs,.C/5/Z; ,.
. Cell PhOne:_( ): Land Line: _-_( )
Email:
**Workers' Comp documentation,must be submitted with thig.:aorilitation:**.
0 'Engineer(s)!
z]
Name(s) : 14,-(in 5 ki* 14 c I( 11,- c 4 t-eovv-e .. .
MailingAddress, C/S/Z: 134 0'x 4v-e ( leo 5 Frcilf tY(f 17 So 1 I .
Cell Phone:j ) Land Line: A siq !) 7 1117 02-
Ertiail: „
Contact Person for Compliance in regards to this project 52-0€ r5 ilrerkk 1-1 . ice,o-tt.'
Cell:Ph One: 1 g4-1- -/-ii-?--C6--C-(9 Land Line'.' ( ) z,z
f.,.
Etti8ii:.
NOTES: 1. Alarm system and associated electrical work must be:inspect0:by a Town approved electrical kl
inspection agency,?-. We will no longer allow systems to be covered:until:-such tirne:as;ah as-built plan is
receiVed,and;approved. The installed system must match the septic layout on file—no exceptions 3.:As- .:
built:drawings must be submitted prior to the inspection, if there has been a change to H
plans,4. If, for any reason, the building permit application is withdrawn,:30 of the fees retainecl.by the
.. . „
TOwn:of Queensbury. After i year from the initial application date. 100%of the feels'retained:.
::Decidration::Apy permit:or approval granted which is based upon or istranted.:iin;reliance.upon anvmaterial
representation or failure tO make a material fact or circumstance knoWhibNicOr on:behalf Of an applicant,shall be
void:I have read the regulations and agree to abide by these and-all requirements of theTOWn:of queenSbury
Sanitary Sewage Disposal Ordinance.
: E :PRINT:NME : r.%'(-- S"A;0 ire y
A
SIGNATURE: ::: ' q/...: Q: : .i ": ' ' :: :: ':':' !::::: : -::: DATE -0.1/%1/Z01Z.?.. • :: i : . ,'',
1 ,6,
.' ' : :: .' ''' ' • '''': :: • :: . '
etttieApplieation .Revised.December 2020 ::.
11111111144
TOWN OF QUEENSBURY
742 Bay Road, Queensbury, NY. 12804-5902
Septic System Checklist
'6 Plan to scale
Received Deep hole perc test results from engineer/Architect if applicable(Town Approved Engineers and
Architects;June 30 to April 15 Town Engineer for unapproved Engineers and Architects)
N All wells on property and adjacent properties shown k,,Q � �.N—c
Water line shown Municipal or well 10'separation to any part of system
VSetback to property lines show 10'or more for any part of system
\(Septic tank and pump stations 10'from foundation 50'from any well/lake/wetland 10'from any waterline
Septic tank to foundation crawl space/slab on grade,grade in crawl space must be above top of septic tank
for 0',Separation required (field verification required)
Septic tank sized or nunlber of bedroom and add 250 gals for Jacuzzi tubs/garbage grinder each
Leech Field 20'from foundation 100'from any well 10'from water line
%keepage pit 150'from well 50'from septic tank
Seepage Pits 3-times diameter apart
Y. Septic tank and pump stations over 30 gallons 50'from watercourse or wetland
distance from bottom of trench or system 24"to bedrock or mottling 36"within 1000' of Lake George
i)ikLeech field 100'from watercourse or wetland
4-Toe of mound or bottom of retaining wall 10'from property line 100'from well 20'from
Foundation
Provide Engineer/Architect stamp for bed or design systems
.0 Department of Health Approval for all mobile home park new systems Flood Plain requirements
b 2' above established flood elevation to bottom of system Off
Q
10 All tanks anchored or 2' above flood elevation dSs\Z'-
RESERVED SPACE FOR PLANNING & ZONING RESOLUTIONS
Lor9
Londs Now - Fwm /y of
L
L & Ly cy, Wood Frame Residence
Catch Basin
Book 3614 Pogo 12B
Rim .1.5' /
PB7.19-P-dl
/!jt,JY
/ry
" m37
Wood Fence Post
'1
0_
_
' .
33T.5 Post' �$1
+G,
_ _
MAG Nail Found
//[,(y'�am ^_
E(jLJI
.338.1
f
�
O
S�
/ Slep$`
Fence Thresh Id /
;�Cha'n
m Between Lamps
$i:WA�2 9 x y y
2 / iy
/may Ir
!/
f
✓r
Blaue P-1
M ke WooN�F vCt1!
Res
/
/
33 .6 F'
reshold 331.5'
330.9
Pavement / 2" Oe /
/ ith Cap IP REPUTED <_
SEPTIC SYSTEW7 --
wood D.ok
Edgei coneo1.
LOCATION
/m
Chimney,
---------
/ - Nail in Pavement
` m
Pavemen Concrete
Found r�_ N 00. IN22e.13-2-42 SEP-0614-2021 _- �9• DO'
_
Mary E Sheehan Irrevocable Trust
336.6 I r �_-
80 Rockhurst Rd
Septic Variance/Alteration
SITE PLAN
�I SHADED AREA INDICATES
EXIING BUILDABLE OON ZON NIN
GGSLOT ETBAC S BASED
II
79 �`00. E
Stonk�6
doh
e ReFs =_ --�___ - x 325.5 Steps
/
y�y
48"f�'ne
x 324.3
Post
Iron Pipes Fountl
LOT k8
Areal-0?12
7
/ x 3f26.2
r< iete
f
/
5tepk f
u /
x 3225 /
Wood Dock
x 323.9 /
/,/�320.2= High water elevation per
/ / Lake George Park Commission
f / Regulation 645-2.1(ok)
Drain 332.9'
LOTMC
L—Nox-F 'of
Yett - X and J D. LHaee
Book 50 Peg, 142
PSP:1B-8-AY
LAKE GEORGE
GENERAL NOTES
INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
A SURVEY DRAWING PREPARED BY DARRAH LAND SURVEYING
LEGEND
---�- --- PROPERTY LINE
- ------ PROPERTY LINE SETBACKS
---------- 330---------- EXISTING CONTOURS
33D NEW CONTOURS
—` —` —' —F — OVERHEAD ELECTRIC SERVICE
E/P EDGE OF PAVEMENT
SITE DATA
PROPERTY ZONING CLASSIFICATION: WR (WATERFRONT RESIDENTIAL)
MINIMUM LOT SIZE: 2 ACRES
MINIMUM LOT WIDTH: 150 FEET
TAX MAP NUMBER: 227.13-2-42
SETBACKS R O IR D XI TIN
FRONT
SHORELINE SD'-0' 28'-11'
SIDE (SOUTH) 20'-0' W-5'
SIDE (NORTH) 40'-l'
REAR 30'-0' NA
MAXIMUM BUILDING HEIGHT 28'-0" 24'-0'*
MINIMUM PERCENT PERMEABLE 75% 6221%
MAXIMUM FLOOR AREA RATIO 22% 31.87X
ACTUAL LOT SIZE: 9,225.38 SF (0.21 ACRES)
ACTUAL FRONTAGE: 90.34 FEET
EXISTING 61 F COVERAGECONDITIONS
COMPONENT AREA PERCENTAGE
TOTAL SITE 9.225.38 SF 100.0%
BUILDINGS 1,432,21 SF 15.52X
PAVING & WALKS 2,054.20 SF 22.27X
GREEN SPACE 5,73B.97 SF 62.21X
EXITING FLOOR AREA RATIO
COMPONENT
BASEMENT SPACE B75 SF
MAIN FLOOR 978 SF
COVERED PATIO 403 SF
ATTIC STORAGE 684 SF
TOTAL 2,940 SF
F.A.R. 31.87%
LOCATION
Kattsk8i Bay
TROUT
'd'. don PAVILION^--'..
C iaverdale Foin AD
IN'XEYRD �+7
0
+�Hoofing Pag
Ffnuna Wr/
PL
� Rocl'htrrE
A
PO' FIELDING FJII•E
o FE449?C LA }''
NCKOKJI
NKiONPi
.' YVhtiYr',FLDS LARfSACRf qn � 7 /
HFRONN0004RD s I. CAYUGA DR FISIIN
H. ONBDA DR a ROLE
3. KOUDAYPOINT RD AWE
� 6 Nuun11 Ra
Axwu oii i" i 2 M S. CONSRTIRXYNWY
~4ppt80U54 RP' 1,TD9CARORAOR ,
eOATNDt5E DR �. E:ON0111DA6A OR
1Df * ...:: _� i
BRA
YEONRO-
10 5 0 5 10 20
GRAPHIC SCALE
THE SEAL BELOW IS AN ORIGINAL SEAL
AND IS IN RED INK, ONLY SEALS IN RED INK
SHALL SE CONSIDERED TRUE ORIGINALS
REVISIONS
C.
F-
_<
w
gzi3
o
_
z
Yes gz a�
50�
Zia a'�
Fk
-
E
WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
U
�
�
N
p a
_O
O
N
9
O
�
00
01
V L
LAD FILE NAME
ACAD\SHEEHAN\C-1
scALE AS NOTED
DRAWN BY
DRAWING MILE
EXISTING
SITE PLAN
DRAWING No.
C-1
x 33],9
/I /
Catch Basin /
Rim 337.5'
x 1338,0
,7
Utility Pole
33
i
-�-_ /
AG
Noil Found
/
/ x
I
338.1
rJ�10.
m , Im x
/ V
oO
�l
/ 4 -g•
x 337.8
n
x 33
j Edge of
Pavement
PROPOSED
/HOLDING TANK
SEPTIC SYSTEM
(3) 1,500 GALLON
HOLDING TANKS
/ Nail in ,-
Found11
/ J •i __ -�F_'C
1
I I 1V
I IX 336.6 '
I
LOY9
Lantls Now w Fwmer/y of
L G 1 pq, LiC Wood From, Residence
Book 3674 Pog, 128
227.13-2- 1
7
=± Wood Fence Post
337,5 a 33 O E
Post
331.4 .III x
K1cT11C1
SHADED AREA INDICATES
EXISTING BUILDABLE AREA
OF EXISTING LOT BASED
ON ZONING SETBACKS
x 328.8
x 325.5
frf%/
r rX322.5/f
i vPsteps
' LAKE GEORGE
r325.4 11 Wood Dock
i
323.9
N ,Hybx� '.ir328:R' -
f
320.2Z High water elevation per
Lake George Park Commission
Regulation 645-2.1(ok)
INV. 4"
Drain 332.9'
2g �»
LOT34C
Longs Now or F eNy of
v tt8ew L mod A.- A Laces Dock
Bs,k 5805 Pay, 142
227.19-P-F9
SITE PLAN
1- " 10'-D"
GENERAL NOTES
INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM
A SURVEY DRAWING ON BY DARRAH LAND SURVEYING
LEGEND
---------- PROPERTY LINE
-`------------------ PROPERTY LINE SETBACKS
---------- 330---------- EXISTING CONTOURS
330 NEW CONTOURS
—` —e — —e — OVERHEAD ELECTRIC SERVICE
E/P EDGE OF PAVEMENT
SITE DATA
PROPERTY ZONING CLASSIFICATION: WR (WATERFRONT RESIDENTIAL)
MINIMUM LOT SIZE: 2 ACRES
MINIMUM LOT WIDTH: 150 FEET
TAX MAP NUMBER: 227.13-2-42
FROSETBACKS R O IR D EXISTING PROPOC p
SHORELINE 30'-0" 17'-10" 1Y-3"
SIDE (SOUTH) 50'-0' 28'-11' 28'-11"
SIDE (NORTH) 2D'-O" B'-5' B'-5"
REAR 40'-1" 10'-3"
30,-0' NA NA
MAXIMUM BUILDING HEIGHT 28'-0" 24'-0"t 24'-0"t
MINIMUM PERCENT PERMEABLE 75X 62.21X 67.75%
MAXIMUM FLOOR AREA RATIO 22% 32.99% 40.41%
ACTUAL LOT SIZE: 9,225.3E SF (0.21 ACRES)
ACTUAL FRONTAGE: 90.34 FEET
PROPOSED SITE COVERAGECONDITIONS
COMPONENT AffB PFRCFNTAGF
TOTAL SITE 9.225.38 SF 10D.0%
BUILDINGS 2,500.00 SF 27.10%
PAVING & WALKS 475.48 SF 5,157
GREEN SPACE 6.249.90 SF 67.75%
PROPOSED FLOOR AREA RATIO
COMPONENT
BASEMENT SPACE 871 SF
COVERED PATIO 403 SF
MAIN FLOOR 1.111 SF
GARAGE 822 SF
ATTIC STORAGE 330 SF
COVERED DECK 129 SF
COVERED PORCH 62 SF
TOTAL SPACES 3728 SF
F.A.R. 40.41X
10 5 0 5 10 20
GRAPHIC SCALE
THE SEAL BELOW 18 AN ORIGINAL SEAL
AND IS IN RED INK. ONLY SEALS IN RED INK
SHALL BE CONSIDERED TRUE ORIGINALS
REVISIONS
LLJ
jC
w
6o
Qo��
�= oa
Yai $i
Sok-'
Z¢a <D
oW MA > w
WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
WITH MANUFACTURER'S
RECOMMENDATIONS, TRADE
ASSOCIATION PUBLISHED
RECOMMENDATIONS AND
GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
PRACTICES.
U
O
o
� 3
O'
CAD FILE NAIAE
ACAD\.EEHA14\C-1
SCALE AS NOTED
DRAWN By
DRAWING TITLE
PROPOSED
SITE PLAN
DRAWING No.
C-2
M
U
L
U
f6
GENERAL NOTES
0-
INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM 2
A SURVEY DRAWING PREPARED BY DARRAH LAND SURVEYING rn
1P
LO
LEGEND LP
CN
N
CD
- - - - - - PROPERTY LINE
PROPERTY LINE SETBACKS AS-BUILT CONDITIONS 5 JAN 2024
0 REVISED TANKS 25 JULY 22 3
----------330---------- EXISTING CONTOURS No. DESCRIPTION DATE
330 NEW CONTOURS REVISIONS
E E E E OVERHEAD ELECTRIC SERVICE
O U
E/P EDGE OF PAVEMENT
W N 0
L.L CDa U
Q M
Z) N U }
SITE DATA z � Q
U DLU
� z
Uj
PROPERTY ZONING CLASSIFICATION: WR (WATERFRONT RESIDENTIAL) � o
MINIMUM LOT SIZE. 2 ACRESUj
— z
MINIMUM LOT WIDTH: 150 FEET
2 z U e
U aJ � U
TAX MAP NUMBER: 227.13-2-42
Q � zo
z (U
a
SETBACKS REQUIRED EXISTING PROPOSED J
' o c
FRONT 30'-0" 17'-10" 12'-3" J o � � o C
SHORELINE 50'-0" 28'-11" 28'-11" Q c L U
SIDE (SOUTH) 20'-0" 8'-5" 8'-5" _ 00
E; L'j Of
CN
SIDE (NORTH) 40'-1" 10'-3" _ - o o � �
REAR 30�-0�� NA DNA Y v = 2D -02 r
MAXIMUM BUILDING HEIGHT 28 -0 24 -0 t 24 -0 f (n L � z r r- > > z
MINIMUM PERCENT PERMEABLE 75% 62.21% 67.75% z 0 _" > V) m co� Q z of
MAXIMUM FLOOR AREA RATIO 22% 32.99% 40.41% Q 6 L � U
/ ACTUAL LOT SIZE: 9,225.38 SF (0.21 ACRES) ° c E) U x 0
x 337 9 ACTUAL FRONTAGE: 90.34 FEET w 5 >L� w
/ PROPOSED SITE COVERAGE CONDITIONS
/
COMPONENT AREA PERCENTAGE WORK IS TO BE AS SHOWN &
NOTED AND IN ACCORDANCE
/ LOT27 WITH MANUFACTURER'S
Lands Now or Formerly of TOTAL SITE 9,225.38 SF 100.0% RECOMMENDATIONS, TRADE
BUILDINGS 2,500.00 SF 27.10% ASSOCIATION PUBLISHED
L. G. Legacy, LLC Wood Frame Residence PAVING & WALKS 475.48 SF 5.15%
/ GREEN SPACE 6,249.90 SF 67.75% RECOMMENDATIONS AND
Catch Basin / Book 3674 Page 12e GENERALLY ACCEPTED LOCAL
CONSTRUCTION INDUSTRY
Rim 337.5' i
227.13-2-41 PROPOSED FLOOR AREA RATIO PRACTICES.
/ SHADED AREA INDICATES COMPONENT
BASEMENT SPACE 871 SF
� 80 OFSEXI EXISTING LOT BASED COVERED PATIO 403 SF
Utility Pole ���
- _ ON ZONING SETBACKS MAIN FLOOR 1,111 SF
mx 337� _ GARAGE 822 SF
Wood Fence Post
E3-= COVATTERED REDO DECK 129 SF
m - --�_ COVERED PORCH 62 SF
-Fence ° 79' Qp'-� TOTAL SPACES 3728 SF
_ 337 5 Post 5L �� ,� - E �� -
_ w _ 0 f x 328 8
�� CO ✓�
F.A.R. 40.41%
MAG Nail Found m �� ✓_ ' �'�_____- - - ��
b✓ ` ✓ Stackode nce Re7 - _ ��_ _ x 325 5 Steps
OQ
N
4i
� i ✓ Fence � /
�ovement✓ �i i ix 3314 ` 0
�I x 3306 i i� Post ,� 0 Q
m i _-----
I���r-i x 324 3 ��
__ � �� � Iron Pipes Found
x 3381 ' I ? o ✓'- i -� PROJECT
LOCATION
F l F 1; ✓ l l / / �� i
m ✓ / �: i✓ l I CO
Area = 0.121 f iAcres S,
0 � �7'�lo. x 338� ` ���r+ + � x' �� ' Kett s,ic l B ' "
_ m i 1�11 ✓✓ I ✓ �� �I �� ,i 03 00
x 322,5 , �� / TiI[U�
1 I 1
— � x 126,2 i� i �� iRD
p - 33 i iu� L r 7
Cy
res R ,
m i i
r
i dh s t ,
x 322 5
,,,,, ,, 'IGwnn k �rs�W
REVISION NOTE: 0 moo, ��,
m i / ' '' ��,, r H LMIN Pf,' Put
TANKS UPDATED TO REFLECT ® ®_ i �� , Steps ,
1,500 GALLON 2-PIECE TANK � 4'-8" ' � - ;_-_- -- ' ' ' � � �'AGL r
FROM UTOPIA PRECAST x 3379 � �� Stone Reta ring Wall ,' ��� P�01
��
x W
iHICKDko
1500 GALLON 2 PIECE x 33 ; ��� ' °� rr LAKE GEORGE rr
1=58 W=6 1 L=9 2 TH=72 x 330 9 ��
r j r r_ - x A24�2 OUTLET FROM HOUSE AND Edge of ,3', oo � i; � i
CONNECTIONS BETWEEN TANKS Pavement o _
TO BE DETERMINED AT TIME OF I _� �'� �� i �' IYIHf 1 V,'
INSTALL /PROPOSED / l i 0 325 4 �� i % i Wood Dock >; ,,,,,,
n F: o / HEREON LLON' 1� � E
HOLDING TANK �_ � , � , � , ;
SEPTIC SYSTEM / EID D �, L �0
��� , ULIDAY POINT RD
(3) 1,500 GALLON C`
HOLDING TANKS m 20' �.. -- -_ �� ' w ff
Nail in �2" i 4' EE
x 323�9 ✓'✓� ! '� � 1l r
4 0 OR
Pavemen m �� o o .T
BOAT ROUSE 3.0,N,,,0NDAGA DR
Found ----
-- — �� 79. OG � --
001,
o �aI 0
--�_ _ �/ i�86'f ��� - �� i�� �L �
Wire Fence--
x-� � 3-L'64 - S2L � 320.2= High water elevation per
m �
—�_ �� �i ✓� i Lake George Park Commission CAD FILE NAME
Regulation 645-2.1(ak) ACAD\SHEEHAN\C-1
mx 336 6 I - ✓
x 323 5 � � � SCALE AS NOTED
IINV. 4" �--
I m i Drain 332.9' 28 THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY
AND IS IN RED INK. ONLY SEALS IN RED INK
SHALL BE CONSIDERED TRUE ORIGINALS
LOT34C DRAWING TITLE
I I
I Lands Now or Formerly of
m Matthew K. and Jeanne D. Lucas Dock
Matthew rya xay'Mi�%d
g'� 1� '� ° � �V PROPOSED
Q
I I Book 5005 Page 142 �F i,"�,r�'�,c�Vx I� �n7 �`Y ��'
� SITE PLAN
1011,
I 227.13-2-43
10 5 0 5 10 20 /� dL
m 107
i hin � p'.'
Ir a%'1 �"�I�" (PSpm iur �l ifrt
GRAPHIC SCALE DRAWING No.
SITE PLAN 1" = 1O$_0Pl C- 2
ill = 10'-0"