Survey & Site Plans V)
T �
c
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di W
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Legend.-
-0, = Utility Pole }
Masan Road Deed Reference:
® = Sanitary Cover m
W 0
James H. Bobor W W
—o—o- = Fence Line >O
Joan M. Bob or Y
To c U
W
Stephen C. Haroden Q U
Dated.- 27 March 2013
Book 4725 Page 274
Q 9� oW m
W
ran Pipe Found W W a z
T20 2
Q
_ Garage
Vertical Datum: NGVD29f
o
Contour Interval = 1 foot
h
3
O
O
5 Lands N/F Of .„ N
Karen Azer -o a N
- ---------------------------------------=1; 3189170
---------------------------- --- 'K >_
""" Asphdt Surface
MolNoil Set — 53.5'Shoreline Setback 4't C N
a� — (Average Of Adjoiner's) Cc$
J / �t CU
50'Shoreline 5etback Boathouse I O
/f _J
tze i«,Poereie Zoning information: ` 00°E C•4v Have Ro. 10 U Property Line 3
.:
. To be dmkrwd S88 2� r c y eowa -�
> .:r N_-_ _ 00, corner of S ll 0
g
e
i r I WK - Waterfront Re5idential 190. II 0 ca
-0
N �
Cn
r �•- ' Minimum Setbacks _Oakm v N >-
Y g
m �
a. Front=30 feet '• n---------- 1 Z t-
- Side=20 feet N 20'Setback �
r r i R i Cowed Boot slip I Q Q W
53• Rear=30 feet 6 wth sun Deck
.-." Y Shoreline Setback=53.5' wood Labe U � Q
=:4 � ;,,- —� Shoreline=50 feet Area ome
"!.•1 e P O Average of 2 ad�on ng hgises. f'r 2 2 1"i '�` Percent Permeable=75% "' — o ; -t Residence
i _ 15,285_ sq ft � •Peak_ � �-----------
Minimum
s✓
Maximum Building Hei ht=28 feet �° - m -348 9'
s . g g o 0.35-t acres r FF=327.9' George,
„ ' Floor Area Ratio=0.22 z !
d
}
'r Owner must contact town Zoning Administrator Tie Line Take Elevation = 3 19.4'± (NGVD29) � (a to confirm all zoning information. mete .- 500001'05'E o, 0
Building ground area 2110.35F 1
Paws FF=34I.5' 78.08'
I � W FF=338.4' tY+r�33R1' � �
• '
N E
) 78'± AlongShoreline
• Gar
- r shed
�S V o-r ®� ° m .�z
Mean High woter Line (320.20) —
LLl
. e
Runs Along Face Of Seawall, W
I
LYl
190.
on � ® � as
Garoge ?.3' s
l' 2.l' N88°25'00"W
° s Co ped Rod Set 24'
Adjoirer's House °} 6'
63� l
Covered t
AS~ Surface l Chiseled X" sun r7ecksl
p 3
Lands N/F Of Cli„i rey O
, �. o Brion &4 Linda
214n Grouw pear ts' In Seawall r) CM
<` 2 CAR � Perna$Ae Pevere (11 Cc
Eye' Bolt Foun a) N
0 Y Z
n Cl)
Ma,
, ► f ra h1c curve f r o a to 0 0
- Y
Stephen C. Haraden
- 11 L Metal Cleat Found
Mapping Notes:
C
'��h'- •-,- : ,:- - At Seam Of Seowd/s
l ------- i - ---------------_ � Itu to in
� Town of Queensbury County of New York
Only title surveys bearin6j the maker's
embossed in
seal should be relied upon sce
I -•i. � � " State Of eW York - -- other than embossed-seal copies may contain
i k Scale: 1 = 20' feet ate: 13 January 2020 ran Bar Found unauthorized and undetectable modifications,
5 e/Al M,p 1, deletions, additions, and changes.
Eye" Bolt Foun
i
AREA: 152&5+- SO FT.
�•� DAi ATE �s�� 9 Reproduction or copying of this document
may be a violation of co 9
i ht law unless
N00'01'05"W l8.08' Surveyors Engineers
LAKE GEORGE,N W YORK 12545 permission of the author and/or copyright holder
is obtained.
BUILDINGSITE FLAN Unauthorized alteration or addition to a survey map
AL _ lu = 2Or-0u bearing a licensed land surveyor's seal IS a violation
Of section 7209, 5ub-divi5ion2, of the New York State
TMPIjt: 226.12—l—74 (new)
Education law.
OU: 13-3_4 (old) q
Q� 0
• • M
C
Ex i s iSurv� Cz t;; W= W ? �
� a � -
0
06
C 0
O
Cl) m m
Coo
CD > mm
+ U U Z
cov 'W
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fn
N
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5TORMWATER NOTES:
R/A%IN GARDEN - Section --( Q a
3 a.
XS
The overall Impervious area Is being reduced by the new site plan. N. T. S.
Legend 5tormwater controls are therefore not required. However, best
practices have been applied to improve the conditions further.
= Utility Pole ��yy Two Rain Gardens have been added to the site to collect and
t.(i S0 n Rain Garden Plant nq Llst Cinnamon Fern
® = Sanitary Cover Road treat house runoff. Porous pavers have been Implemented to
reduce drive runoff and treat 5tormwater. Witch a Cutleaf ConeBower PONDED DEPTH = 12"
Witch Haze! Wooigrass
— z.- = Fence Line Wmterberry New England Aster
;r
Existing Impervious Area = 4013-�' 5f Arrowwood Fox Sedge 12" SOiL MEDIA j=
Proosed Im eiviovs Area = 3950 sf Brook-side Alder spotted Joe-Pye Weed pp
p P Red-Oyer Dogwood Switch Grass (SEE NOTES) 0
Reduction in impervious Area = -G3± 5f Sweet Pepperbush Great Blue Lobelia W W
Required 5tormwater Volume = O cf Wild Bergamont >O Y
4 Supplied 5tormwater Volume = 220± cf HERBACEOU5 PLANTS: Red Milkweed CC U
Zonin information: 3:1 SLOPE TO GRADE a =
9 Deed Reference:
9 Ram Garden (x2) = 220-►- of Q V
O EXISTING GRADE
_ i entiai a
Waterfront Res d -. ..
o Ol't WR Wate James H. Bobor o
ran Pipe Found w w
;- _e, f= win
2020 z Minimum Setbacks Joan M. Bobor
..
TO ktiW C)K a
Front=30 feet Stephen C. Horoden PROPOSED ELJEN ABSORPTION TRENCH us a z
2F �� 51de=20 feet Dated. 27 March 2013 (3) TRENCHES - (5) B43 UNITS EACH
TiC (15) TOTAL B43 UNITS
Rear=30 feet Book 4725 Page 274
REMOVE TOPSOIL AND ORGANIC MATERIAL T
feet PLACE 5 MPI FILL IN 6* LIFTS
5horeline=50 0
Minimum Percent Permeable=75% = Goroge (SEE SOIL NOTE SHEET 3 FOR ACCEPTABLE FILL MATERIAL)
Maximum Building height=28 feet
Vertical Datum: NGVD291 floor Area Ratio=0.22 Lands NAzer o
Of a
Contour Interval = 1 foot Koren Az Rain Gorden Notes.
3189170 _ • Rain Gorden must hove 12' of soil media. r
Jc 'N U
a Proposed - Sol media must be 85-88% Sond(less than
Owner must contact town Zoning Administrator P osed Rain Gorden Filters
.c P 5% Cloy), 8-12% soil fines, 3-5.Z organic •� N
to confirm all zoning information. �� 100 sf Surface Area (eo.) matter. Soil P Index less than 30. .) c
441± See details above Shredded hardwood mulch to 2 depth. C i,
Asphalt Surface Approximate location of
4•f Only water tolerant, native, non-invasive 3 ca
MagNad Set o xisting absorption field. - - plants may be used. p C:
in pavement 5horelme setback= 53.5` Boathouse • Plants to be spaced 12" on center. _ cis
p (to be removed) 0 3
Average of 2 adjoining houses.
i ar Stlorelme setback °' Oo • Roin Gorden must be constructed level to Dca
Ma In Notes: — allow infiltration. Z
I'�o. _ Property Line � � �
hp 9 LL ' S88 25' 11 odor P y • Avoid area of proposed rain garden with Z 0
y 1 90.0 NE corner of Seowoll heavy, wheeled, machinery during construction. Q } :3
,q"7ks- --� --f-- l Mean High water Line (320.20) I-Only title surveys bearing the maker's 1 o Runs Along Face Of Seowall. NOTE FINAL PLANTINGS, LAYOUT AND
Site 5tatl5tlC5: Z
Id be retied upon since �� - — - —T � m LANDSCAPING TO BE DETERMINED BY
embossed seal shoo p ♦ — a N pock _ LANDSCAPER AND HOMEOWNER. Q �
other than embossed-seal copies may contain m
20'Setback 53.5'
Existin Conditions: unauthorized and undetectable modifications, I
Lot Area = 15,285 sq ft deletions, additions, and changes. CuI Covered Boot Slip I
(� m , I V Romp i WGth Sun Deck aloe °
�y c3
Coverage I , o I i ,_
Lot1
i I Q I ,�, � t � I
9 � o I
Reproduction or co in of thl5 document �, - c� 1Lj r' I 4 I L -__--
Buildm 5 = I G83 5q ft Reprod py g ___
g �- o CO"� I � Dock Tic- Line �
may be a violation of copyright law unless — O J I �� co 0
y � ° , n George,
Drive/Walk5/Patios 2330 5q ft ,� f o �, ll0
Total = 4013 sc� ft or 2G% permission of the author and/or copyright holder ° _ O SOO O 105 E °'
O cn _ _ O E 7 Lake Elevation = 3 19.4'± (NGVD29) 00 c°u
is obtained. O �� PROPOSED RED MAPLE(OR SIMILAR) g,Qfj
Permeability: i Q 4 TOTAL , LU 3
-40 13= I I ,272 s ft or 7401- z 5,285-t 5q ft I w (MIN. 3-DBH) 78 -±- Along Shoreline Z w A_
15,285 q Unauthorized alteration or addition to a survey map + III a _ PROPOSED S O LL
0.35_ acres �, Pro osed I t` 10 TOTALco
bearing a licensed land surveyor's seal is a violation � 20' 5et ack I �P � a 2 c,
of section 7209, 5ub-divi5ion2, of the New York State l rVloUs i�+'�� (SEE 179-5-040 FOR PLANTING LIST)
Pro osed Conditions: b
Pro osed Paver Driveway I Pave a '0 SILT FENCE(typ.)
walkw Town Code 179-8-040 %Q4
P Education Law. � p y ;. •
Lot Area = 15,265 sq ft
Cq— +n PROPOSED HERBACIOUS PLANTS 3
m
Lot Coverage -
1 Relocated Qa m I36 TOTAL
(1) Large tree/700 sf = 5 Large Trees � � �Y
9 (SEE 179-8-040 FOR PLANTING LIST) (1) 14 Hickory (existing)
Pro osed Buildings = 2078 sq ft l CU 0 CD
p ----_190.00 (4) Red Mope (proposed)
Pro osed Drive/Walks/Patios = 1350 5� ft N8802 '00"
P - 1 Native Shrubs 350 sf = 10 Shrubs Z
2 2 Sf Garage 2.3 ( ) / 0 tD m CD
Permeable Paver5 = 1043 5f x 50% 5 2 4• Chimney
Copped Rod Set PROPOSED I �'0 SCHED. 40 Gear T 5, o, (see planting list in Town Code for allowable o
Total = 3950 5q ft or 2G% PVC FORCE MAIN m 63'+ T
7 ,gdp;,,ers House � plants)
Permeability: �Wf Sun Decker (14) Herbocious Plonts/350 sf = 136
Y
- _ ( ( 335 5 ft or 74% Asphat surface Lands N/F Of Chis ed " ' Herboc►ous Plants
15,285 3950 q
Brian & Linda Von Grouw In owall (see planting list in Town Code for ollowoble
PROPOSED 1000 GAL. plants)
434,31214 Existing Septic Tank CoNcRETE SEPTIC TAMK
& Pump Statio "Eye" Bolt Foun PROPOSED 1000 GAL-
(to be removed) CONCRETE Pupil, TANix
WOVEN WIRE FENCE SYMBOL
--- (HIN. 14 GAUGE
W/ MAX. 6' MESH
_ 10' MAX. CL to CL SPACING)
PROPOSE SITE PLAN36' MIN. LENGTH FENCE
PASTS DRIVEN MIN. 16'
_ INTO GROUND
HEIGHT OF FILTER
Map
+ = 16" MIN.
.6" MIN.
of a topocyaphic survey for
PERSPECTIVE VIEW
Stephen C. Hamden 36- MIN FENCE POST
Metal Cleat Found WOVEN WIRE FENCE (HIN. 14
At Seam Of Seawalls 1/2 GAUGE W/ MAX. 6' MESH _T
SPACING) WITH FILTER CLOTH
2(r NK
Situ to in Fes_ UNDISTURBED GROUND
COMPACTED SOIL
Town of Queensbury County of New York _
EMBED FILTER CLOTH 16- MIX
A MIN. D I IN GROUND 1
State of ew York ,Eye" BoJ ___________._ __ 0
- SECTION VIEW �
ran Bar Found Soil Stobilizotion Notes 0
Scale: 1 " = 20' feet ate: 13 January 2020 CONSTRUCTION SPECIFICATIONS .0
Use seed and US Fabrics Straw Coconut rn
5urvVy a Map by Revised: 14 Jul 2020 Blanket or equal to stabilize all newly created 1• MOWN OW FENCE TO BE FASTENED SECURELY TO FENCE POSTS WIN WIRE TIES OR � rn
Y
�Dl l jjs Proposed Conditions, 5tatlstics FILTER
£S POSTS SHALL T SIEES EUREL "T" W V" T W OR E WITH
7 TIES
Y
9 banks with slopes greater than J. 1. Seed and ? Ft TER CLOTH TO � FASTENED SECURELY To WOVEN iMRE FENCE iMiH TIES SPACED � 3
�•40 As iATes mulch all other disturbed areas using mix EVERY 24' AT TOP AND AND SECTION. FENCE SHALL BE MOWN WIRE, 6"MAxARN MESH = Z � -C
Revised: 2 November 2020 OPIEWVG O tL m °
Surveyors Engineers (min. 71b/1000SF). J WiCk rip SECTIONS OF FXTER SLOTH ADJ06V EACH 07NER THEY SHALL BE OVERLAPPED CD
Proposed site plan. BY Stx AMp,ES AND FOLDED. FILTER CLOTH SHALL BE 0IMEI? FILTER X ABRAR IOOX, ^i d E
LAKE GEORGE, N YORK 12,545 -259 Birds Foot Trefoil STAWMMMA T14CW. OR APPROVED EOINVALENT. W
Revised: 2 1 January 2021 -45% Creeping Red Fesque Q
Update site statlstics. 4. PREFABRICATED 11M115 SHALL B£ G'EQFi9Q ENVIROFENCE• OR APFN2oVED EOUlVALENT,
-30% Perennial R Gross S WANTENANCE SHALL BE PERFDRrrED AS NEEDED AND MATERIAL REMOVED WIEN
Rye 'BULGES'DEVEI.OP IN THE St T FENCE 06
.0
All disturbed areas need to be mulched of the ADAPMD FROU DETAILS PROVIDED BY- USDA-NRCS, o
end of each work day. After final grading the NEw Yaw STATE DEPARTaWT OF TRANSPORTA nCK SILT FENCE (D cc m Y
disturbed areas should be stabilized as A VOW S CW VOWTAST IPA&w�R CON RVAT EN MRONUOV� COW a FMEr>av, C Cc -0 }
describe above. CD
226. 12-1-74 (new) -- mZ
U
QU: 13_3_4 (old) Sheet 2 O
eM
V
- o
V
T
z
I --- W
_ ---------- - _ - a
n View
P/a Property lineEl en Trench ° �l - - -- P
Des/ n Parameters: well i 5 15'
q Well �
IV. T. S. Y
Dail Flow - 3 bdrm = 330 gpd Location Stake
1 -5 mpi percolation rate use 5 B43/bedroom Cover-1 j2' Tnick N
He^ale 15'
I
Modules as shown
use 15 EI ien B43 ) Pond
Dose Volume: 3 gal. per module = 45 gal. _ 100' minimum* I00'mmimurn* O m
= pipe) x 0,0918ca1 LF = 1 a % o
27. 0 120 LF 1 1 2 � p p ) , / � _
/ l � - E W LU
Inlet
e -„= -� Outlet
w
+ 45 = 73 gal. O
— -- - Total Dose Volume w/ Drain Bacx = 56 oil - _ a� Li
- - -- - f louse House v � a ;
�_ Fre a en c 8 da _ � > c�
- Dose q y / y -- 'evel on 12"
� � 1 _-disturbed _ - N �
— -
� - Pump: - -- one Septic I0'min ; ° �,
= - O l p (L z Cn
L / -
20
36 �� W
6
- H dramatic e uiv. � � I, ��,!
0
tank - W m
F40 � -
S
HE g ) w
Y
min. 15t. box _ ��I/ o o
Must use duplex pump system on t�^1e dose. I n B X oe�at�5 p 01 rebuto o - � � ° co � az
-- s >
Maximum dose 1 per 2 hours. > ! -Absorption fleld5 ,
E I 9 ''I
7 I �
1 2 0. 0 4. 0 Static Head = 18 MUST Use Speed Levelers
o li provide 5j0°Io exp. �
2 3'
Total Dyna
mic Hea
d �
l 10`m i n , 1- Q
I min
Flo
w
w 3 0 GPM
0
I
Pu
mp I
o
4,�0 E �, 48 9� Street
Distribution Box Septic Tank Section
w Speed Levelers _ lu
-
Fort Miller (or equiLatent)
N
� ^r
,S,
O
OJ
Ilan Co c .. N
i
-7 N
I L
of health flan Deta Is
ate Department
1 1 /2 +� PVC Effluent Line New York St
Eljen B43 Filter (from pump station) CZ
Ma--=-_ m_� Increase to 200 feet If well 15 down radlent and Inllr�e � � � I
A S TM C33 Sand T o _
O c
a O o a
4"P SDR-35 PVC Perforated' Pipe z
wl Weep Holes Cd 5 & 7 o 'clock
I Manho;e (typ.) O m
INLET o z ~
OUTLET �q,,a ��.4 W
.. � � o W
- - — - Union Disconnect O
U) 0
`. o
1 s
Pressure U,
E' ll
- a ackr Eff
- 1 1 � PVC
Ere n _ vent ^e Ln o
T o A_; '� i o n Bed00 r�
Section _�
E#en Bed Cross -, �_�' 1= I I�- =1�� � -'�_ , _ ,-�I = I , - I , I - � /nsitu Soil (undisturbed] Cr,e�k vale N _
- III -1 Furnace Valve ui ui o
— --- —I I I I I I — 4 Z J C
-- - -- Il
—
_- � I ' L- - , (to allow back drain � � � q� � 0 �
- I III i--I I -_ - I
_ - min. 12" Base #2 Stone � � p_ LL_ � -a
L �k DOSE
Concrete: 4000 PSI
Reinforcement: ASTM _ _ _ _ — _ E SE ) m
A615-Grade 60 _T E o ° It
Lo
Crown final grades `O Entrained Air: 5-9% Hydromatic SHFF40 — — m 0 00
facilitate drainage. (ASTM C890) Duplex Pump 0 O 0 U 0 ,v �
(or equivalent) � 0 � � � � J z
B43 Filter Traffic Rated (( nn
to Eljen Manual __
G=_ :^ �� Der Ellen Manua- r
nstallation instructions. - -----
- o �
and construction requirement complies with Appendix
Deal health department regulaticr,s.
-
complies with and must be installed in accordance with
- - t-= __. n .ew York Design and Installation Manual
'�^r E/ e ^ sin / 000
ct designed for use with a garbag p sal - _
-1oa ust be ve' ed
- - -
- - -- -
/ 4. -^ : s.s'-•~ s 'ot designed for oockwash fram water softeners. once fin a! ^ has beer ^' ade.
_ F--
^ ^ raised
t � removed d for
� flow m e rem e
I that can res.r ow must b
_� -_
G-c= ^= s �- �` be scar fieC t� provide deAo channels for the
-------------------
z
ce on contour ,s recommended to prepare the
- ^-orf r e
--_
-- - ------ -------- - - _ / 6 _c = _2red Subsoil prig to f7/ placement.
- 7 . ^ s'e' s^s meet or exceea Stote of P;'ew York Code
r-- -=^~=^'s = ' � material shall to clean honk run sand, free of
Place s - Q
pecified fill material Scarify soil to remove top soil t_c:= • .; s-c dredging" directly benea`r the GSF system. U
and or onic materials.
in 6' lifts and compact. g _ _ _
6 == -�� --�cified Sand with less trap 1�% passing a #100 sieve NOTE
I
CO .
C,_ ^_ __ -odules9 with 6 inches rr irun-punderneot below and _ Z
I (2) percolation tests must be C ^" .^^` � pa '�ol. GG r - - tiered t0 - -
_ _^- _ ssIn a 200 sieve s r +o ced 'h and 6
performed by D.L. Dickinson _ - ^ s,rrounding the GSF n-o u __ _ _ ch configurot,ons. 1. �r = aS S�OWn Oe Sr' GJ
ice '^=
Associates in final soil, prior 1^ f_� - 5 e- S. use 6 inches minimum the modules and i2 .L. S n
-- -• un �_= Jdirec t � other.,. � s D � �; o
to installation of absorption trenches. ,�_-=: ^ ^ ,.-tween module rows Z _� minimum . ounc
' t^- _- .r_'_' _= .^e modules. ASS_ � GteS.
10 ^/
FILL SOIL SPECIFICATIONS LL
-a _otextile cover fabr c _ _ _ �e proper tersien
USE ASTM C33 SAND AMENDED, AS NEEDED, TO ACHIEVE 5 MIN/INCH _ - _ '" ',e fabric around th_ C : '^� perforated pipe 2• " � . Site C �ndltlans 1+ Seer? f i Gn tradlCt U-� q
PERCOLATION RATE. = modules. Fabric she ^er too loose, nor th�.c Glans -uSt be '6 . � t t0 ire Gttention Of ~ w o
- -rect tension of the ca.=' _ 's set by. z (aj
SOIL MUST HAVE THE FOLLOWING SPECIFICATIONS PER NYS DOH GUIDELINES: G. �dCInSC' ASSOC rnedlat / ^ "�
PERCOLATION RATE: 5 MIN/INCH • -e Cover fabric over tr_ '^_ module and down �7
Cz 0)
FINE MATERIAL (SILT): LESS THAN 10°�o BY WEIGHT (#200 SIEVE) ._5 Of the Jodule with the c e- '. - tented Over the r' e ^ �� 11 (z Y
3. anal r, .at le .�� ` end dosl,�q volumes,
COARSE MATERIAL (STONE, GRAVEL): LESS THAN 15% BY WEIGHT i MESH SIEVE) perf '7'ed pipe. r _ Cz
MEDIUM TO COARSE SAND: AT LEAST 25% BY WEIGHT (#35 SIEVE TO #10 SIEVE) • - 'iCvel f� = Cf Specified Sc-J �� �. o/er the pipe area aS " - aS, F tT7 l> OCe rrUst be Verified by D.L. • = Z LL M 0
NOTE: TOWN OF QUEENSBURY SEWER EFFECTIVE GRAIN SIZE: 0.15 - 0.30MM O m O
UNIFORMITY COEFFICIENT: 4 - 6 �l, ^g the CC._' `�bric to form a ^-GS`� �e�` Cal orientation DICE' '�=Cn �S= �CICtES. (� Q,� a O �
REGULATIONS RE-QUIRE 3' OF - � � �
SEPARATION BETWEEN THE _� `he sides :t -re pipe. Rep_C* -- s s-_c moving down the � -'� ��^ ,r � �
VERTICAL SE � � -
OTTOM OF A LEACHING DEVICE AND 4. tee... _ con- _ruDior. � � �� � ust always be o 0
B _ 016
SEASONAL HIGH GROUND WATER mater'a Si be clean r� r -fc-S or stones larger then f011;wed durr � inStG C. W
::-:y dir~_-5'�r to a min%'•-., ce - of 8 inches over the > 0
LA
KE _ __ - f
o
1000 _WITHIN ,.
TABLE _ , r` inches o
inches t.. c .. CC
GEORGE. _ and _ :over for veg__ _ J
-ea of 'posed G�s��r� t�On Ced must be fl� � -
- `:ed wit' Ieavy w ee ed e . inert. -� � -0 � �
uSt Consult E 'rl Manuals - cte.n �' s more tho^ *^c^es below finish, grade as � > > �
NOTE, Contractor�Installer m ) _ ='�.m th_ of the moc-� s-� �- tented. � -2 5 z
for proper installation techniques and best practices. qt
co
co