ROBINSON ESTATE 8
� a
V
LINE DIRECTION DISTANCE
y° ti LANDS OF — L2 S 66'37'1Q WW _ 1 3.14'
a r cra S' a2'12'30 E WARREN CojjY L3 S 46'01'15" W 40.01'
5 \E OF 8 1634,of f4O-438
N
' I L4 S 46'01'15" W 28.18'
L5 S 26 33 55" W 121 59'
LAN OLIT`f '35' 20 0 0o m 1 -- - -
N 7Q5g� 46 g p �L7 S 1058'25 W 399. -
CO L,8 S 17'02.50 W 93.33'
L9 S 40'58'25" W 90.00'
�, �0" E DEED REFERENCE:
14 3 � I
103.33 ` i iYALTER H. & LORNA T. ROBINSON
TO
i TNALTER T. & ROSLYN L. ROBINSON
DATED DECEMBER 22, 1975
I IN BOOK 593 PACE 764
o I
1
ZONE INFORMATION:
i
ZONE RR-5
LOT 1 MIN. LOT SIZE - 5 ACRES
35.00 acres y MIN. LOT WIDTH -- 200 FT.
SETBACKS
37- - 1- 31- 1 `
FRONT - 50 FT.
t7 SIDE - 30 FT.
REAR - 30 FT.
2\W p
a
tm
Q t
c0 CIO011
V t=9 p
I �
i cn '1
1 3
ca
a o r J✓ a l~
o
Pn LOT 21)?
° 60.68 acres j
32 - 1 - 3 .
'\ 1E
M �"Yei'nare�") �� �, leaµ 2t bJf
� �ao CE.
\ � ' �
a� - .�\ a^',*+,.� \ I � b'k i'�Et25ud[S T �ti IN1 Pt_FMEN-r r0 ••>l Y,'
m a
��'� t. (--T f I..EA f.i uG � Ca aS T,Gu c-Yt oa AS
` qM ti . V '!�
�D`y i _ ✓ 1� FZi>4- Uf 6h" G9-a91,v.3
�-�L � / -^ � WFf'12:sVE6Y l.)Ni%+E� �,L9Tti`aYZ1TY P. A
too �11 a ,� I.P.F. of Qv $ e 1 .Y
I �
W2-# 2 !r Jtija7 s7r� La r 7 r��o a , a¢ A6tr� i8"— Zvi" H�4}!
to ( rw£Fw C7lV'E -�V AW? S'ft2'€tnw Bar Z- 1.10
t
GLo5E2 -C-�t ta.s �' � �tZ.mn S-re.eA rt
�h`k Be
�s Aik.�� 5±2AeA.
CIO
` r-a9$T -CioJ Afiv $7?_Aewn4wE AtCAS.
T� 9e ?LN..vv ,M A;,�
;� � t yrs-r�2r�ev �3rz�:est S��r�av � r�u�c.ueo .
0WNER \APPLICANT
DEBRA ROBINSON
SOMERVILLEE fORO
QUEENSBURY, N.Y. 12804
(518) 745--1064
_ - _
f � TAX MAP INFORMATION SECTION 32 BLOCK i LOT 31.1
1652.E —
8 MAP OF A PROPOSED SUBDIVISION MADE FOR
— __ oil ".• ROBINS
s/g�; ]��/y /g����g•S A }]per-� /gip-�q•
s15 ex; d�� a �i' .� .�fk • .J6.! i .:�A�ET �je f
\oo� N 82B2O W =,�� �'��°
{.R.F 13 • t 4 A °
o o TOWN OF _ QUEENSBURY T COUNTY OF WARREN-- N. Y .
c+j �c @ya LANDS NV OF l ®=rT� rs°,1 i' SCALE _ 1=100' — ATE MARCH 24, 1992__ _.i_
BERNARD & DI,;1WA PALER �o •'• . stepp p7
6 8.60 qq SURVEY INFORMATION TAKEN FROM ?am* LAND SURVEYORS, GLENS FALLS, NEW YORK
Y ' `3lra µGG k Se AIEo '_"� --...------
A MAP OF A SURVEY MADE FOR I ?Q�>cRNT T�, ScCTtow CONTOURS SCALED FROM USGS QUAD
N 8220 '15" THE ROBINSON ESTATE BY PROPOSED SUBDIVISION IS LOCATED WITHIN THE 7=<:s ea w.Y srxTE N.Y. STATE LIC, NO, 35617
WAYNE R. RAYMOND THIS PLAN IS CONS!CTANT WITH THE ZONING LAKE GEORGE CENTRAL SCHOOL DISTRICT xaixATt.>> LAW
DATED MARCH 11, 1992 ORDINANCE OF THE TOWN OF QUEENSEIURY. ��� +� �✓ cC'"TeAr-- ?GeE
�+-2v49�tns&a0-y Ursa¢:iT SHEET 1 OF 2
92061 .ls-yz
RECOMMEND ALL ACCESS n / gy „ M�--�c' -F
APPROXIMATE B CLEAN OUT OPENINGS c111YI' - - -
BE RAISED D 8' BELOW CONCRETE OR STONE I ,11 FINISH GRADE FINISH GRADE. �N SI,F1,1,a1 R
MARKER ABOVE ALL Rr! < �9
-.� BERRIED COVERS 1 \. $ j:- ., (D .r (i``, �I• ti• wA'' I R
RECOMMENDED. }•� '+ o }•
Oil
Li
TE" -
17 N7 <
. 01 a.. Q7 Rd 51 Rd
E. ..,,: a` vlCOUNT
g 3 { as
AIRPORT .i
d. woe, d
+' UQUID LEVEL .y - `a \ \ �� '{M a 1 254
® 33.2 .�,'r�� 32.1 ,11 a
9 74 AC(S7 2 S F fy _
52
-ALL OUTLET INVERTS '
(v1A% . TO BE SET AT °j\' f 23 u ---}-�'-�"ry —" Will, St
DaTRIBUTION BOX EXACTLY THE SAME ` )I ,
I+— ELEVATION. _
� 1 24.32 �I L Rd �
WARREN ( OUN 7Y II
I \ ,, v- w - Lit
EST I w`E5�
BAFFLES `, � , �UNTAIN eD 2@ GIE S
SEPTIC TANKS ols�A. FAILS26
r s2 +
1. ALL UNITS SHALL BE PRECAST CONCRETE AS MANUFACTURED , �� ,.a�� 1 4o.29 AC(', �\
BY FORT MILLER OR EQUIVELENT. - `•11 �'-' ` ` Jg
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR ` / �' � •, ��T(]I \� ._.��
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS - 30 }� I \ •'"
--- ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS \ '\ 12 38AC(S)
NECESSARY TO ACHIEVE A STABLE FOUNDATION. (y� '~ - -
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY SI !F :N r.L•i
" '
SEPTIC TANK CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
8 '
\ 1 0. JA\C
'�
SEPTIC TANK AND DISTRIBUTION BOX `
P�, - PgyO I.I�(�OS `Pl,q NEP
3; 1 e6ncict I
' , \N.T.S. ` tEP.`e •C(X/NIY\ � . .. - -
Ai
\ \ F
\ 1� 7,50
1 7.4_4
ctsit
32-1-29.1 Robert & Kay Robinson RD #S, Box 41 Gurney Lane, Queensbury, New York 12804
29.2 Bernard & Ann McCann RR 5, Box 24t, Queensbury, New York 12804
\ \ N m °. 30.1 Robert & Kay Robinson RD #5, Box 41 Gurney Lane, Queensbury, New York 12804
p° s 30.2. Samuel & Gail Butto RC #2, Box 418, Granville, New York 12832
, . Z'�_. .- `Am
31.2 Bernard & Diana Pame 42 Main Street, Queensbury, New York. 12804
31 2 ;e 32.1 Warren County Warden County Wertime, Lake George, New York 12845
\ - - 10.86.A C(51 .
� I � — A,ha -% 33.1 Welter & Larne Robinson RR #5, Box 287 Gurney Lane, Queensbury, New York 12804
33.2
3 2 Alan & Harriet Cederstrom RD #2, GurneyLane, Queensbury, New York 12804
r 11� I P(LDVIPC 37.2 33.3 Waiter & a Y
T o Lorna Robinson RR #5, Box 287 Gurney Lake, Queensbury, New York 12804
rrrr , d LO swA�c A2o.,�,o ;5 73.4AC I I 1,65AC ,� 44 New York Te,ephone Company 140 West Street, Manhatten, New York
5
37.3 74-1- 2.1 Rey & Jeanne Tonneson RP, #1, Box 1783A, Lake George, New York 12845
1.34AC po' 2.2 Mark & Gwendolyn Briliing Gurney Lane, Glen Falls, New YOrk 12801
c7 r 24f'1 U 4 f o(P Lo T Z SN 5 E^'� 7`. `-'~.' A
_ :o 37.2 Robert & Dolores Roberts West Mountain Road, RD #2, Queensbury, New York 12804
37.3 James & Judith Dee RD #2, West Mountain Road, Queersbury, New York 12804
�\ 6 342 6, 37.4 Maur Stannard RR #5, Bas 306 West Mountain Road, Queensbury, New,, York 12804
ACC H'
85-1- 2 Walter & Lorna Robinson RP. #S; Box 287 Gurney Lane, Queensbury, New York 12804
3.2 Peter & Nomr y Brilling RR #5, Old West Mountain Road, Queensbury, New York 12804
r _ 3.3 Rabbi Alfred Landsb'erg 137 Munday Avenue, Edison, New Jersey 08817
{' ow I&ML.U`1 _ __ _ _ 3.4 Deanna Van he Mark Box 44 Old West Mountain Road, RD #2, Queensbury, New York 12804
=— � FILL � — C'mOiRM1E3AT{llAl
°wO "FAii'.
I •1 I 1 PCNf MATJ
1_ p
12' MAX. ILI
".-CEP VASED �SPo� j\ \o Mlxt Pi-�-c . R-A,E i-a00 - 6- MIN, o 1
V14 s-I rSeli iAPJK LCN4-rti jSUr•tig E2 2' MIN. �O�g s.oPe °o
gUE9eooMs F( DLJ 1`/lto CA (,�cI -`Y of
/ 3 SOIC Pn° z30�c I
4AL _ L.1Oi�D LE NG-T 1�5 6- j ° A- PERFORATED PVC LATERAL. O,+RnGE
—_ SDt 1'ACC fIaC `I _ I SLOPE t/IB--i/J2- PER FT.
House
2 j33 000 '21S4fie !G7 " 3 G' S( " "�`
END OF ALL DISTRIBUTOR PIPES MUST BE
SANITARY 'i LL SEAT _- -3 Spa I000 „ 2<ja' 15 v Sp" PwccEo uvt�ss m.ERccNnecreD.
12" i'IN -BOvi r', 06i:D -- - -
HIGHER IF IN AREA SUBJECT sI% TA4 AT ii �— 10`0•
40 FLOODING STANDARD ABSORPTION TRENCH PROFILE i "'"a"' ' = 10 I - - -.`�•"'E'er
GROUND - x iY_
t _ L _ 1 I� nu.r I
XFr,
ER SFP.VICE
���inekntcr}srises, 4) Pa[
iTr. `�r � -
-s:R:aY rc,.
u_recs P
t 1 5 MIN. Rolling Ridge )
RD 1, Box 48
THREADED COUPLING TO T I I OueleR ury. NY 12804 SU\� E.IZ
FACILITATE PUPT REMOVAL I (518)793-9376 ITS w� � SE(JI MENT
\,.I 1 March 23, 1992 1Y1 E,q S•l a_ES T^ 6f IriPLt r�E.-17Eo WITH
PITILESS ADAPTER i TO HOUSE 10' RIIN. SAGE DISPOSAL LAYOUT
Van Dusen & Staves
1-.o7 L:l-GAG-1 04 € �..�N>-t 2,1�Tlo..i 5
/
, 37 Chester Street NOTES: i?Eqv 1R.E r7 $`j "TINE N�' y. yUl��l-1 N:cS
1 Glens Falls, NY 12801 1. ITI.E FIELD To BE IDD' OR NDFE FROM"AN, \
t , fC t� IKE, sAMP, DITCH OR W U
AnRCOVISE AND 10' �C IZ i26A t C�lU S10iJ 6 �E.G IMEP-I �u'-' �'LO`
CEMENT GRaII'1 TO A 'N
OR YbRE FR.JN ANY WATER ::NE I,NCER PRCSSURE. 1
20' DEPTH (NOT REQUIRED IF Re: Robinson Estates, Old West Mountain Road, Town of Queonsbury, _. FOR SewACE PIPE BEIEEN ..USE AND DISTra6unoN
CASING IS IN UNCONSOLIDATED Warren County, USE°Vcnit i leM,Aav"c°R D08
sO,LULE n0
, New York. Pw.,TA CEYE,.ro.,ITx
MATERIAL, SAND OR GRAVEL)
On March 20, 1992 I examined 3 soil test pits on the above pro- DISCIARCE I'll".. Ii AND CELLAR DRAT„ACE
AWAY FR04 SEW[4ACE SYSTEM
perty. Listed below are my observations: <. Da=c SAL FIELD "AL_ BE PARALLEL
W-N COSIrOVR U:•E5.
6 (°q R4'+C.',49i°RIM1°!I 1aE]:�STi ILYS Xyliµ SEPA9A1;C:1
LOCATE WELL AT LEAST 1$' FRO"
ROIA O PROPERTY NE, eF r..L
2$' F SEL'tER LINE, 100' FROP". TILE FIELD, TPN 1 maTA,CEI Ii RE YE.z RE°ERBR n,E DcE ,,Z
150' FROM SEEPAGE PIT, (200' IF D0dNHILL 0 - 4 Inches, topsoil
FROM ANY SEWAGE SYSTEM. ) 4 -68 Inches, fine sands
TPN 2 D '7 "A IL�'
0 - 7 Inches, topsoil - -----
MINIMUM REQUIREIIIENTS 110. of BBDR=,!S 7 -28 Inches, loamy fine sand - MAP OF A PROPOSED SUBDIVISION MADE FOR
28-58 Inches, loamy sand PE'RC. TEST INFORMATION:
SERVICE
CAPACITY GAL/HOUR - 300 300 360 4$0 y-1 per, g->,I �r--•r O ' T ESTATE
PRESSURE TANK, GALLONS - 42 82 82 120 TP9 3 - „(�.,`t�AU, �"1( \) ��'`I`
SERVICE LINE FP.Ofi PUt143 - 3/4" 3/4" 1" 13,N 0 - 7 Inches, topsoil
7 -29 Inches, loamy fine sand # LOT DEPTH RATE
29-58 Inches, loamy sand
1n TCIWRi OF QUEENSBURY EDAA
OUNTY CF WARREN N . Y .
WELL DETAIL The area around TP# 1 is developed in deep, well drained soils
derived from sand and gravel deposits- TPN 2 and 3 are deep, 1 1 18" 8—MIN.
well drained soil derived from stony and bouldery glacial till. SCALE AS NOTED TE1 MARCH 24, 1992
No high water table problems were observed. - ��1/7/� moo/,,' (\'I �f ( -
If you have any questions about the above soil information, 2 2 24n 9-MIN 1 t,�ji i1Du�e��j W hJ t1/vetJl
please feel free to contact me.
-{--- SUBG'ERSIBLE PtJEl4
LAND SURVEYCRS, GLENS FALLS, NEW YORK
� �-��C�! ' "� 3 3 18'F 10—MIN. —-- ---- -- - --
Charles H. Maine STATE LIC N (L I s m 4- z9-SE
�-, ' N.Y. , Ch 35617 I j"1t
Soil Scientist p7 --------
Q = PERC. TEST LOCATION SHEET 2 of 2 920616