Section 1, 1965 a
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LANDS CF CHARLES P . TISINGER
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98.1 - I 500.21' 100.21' 1 6 500.21• 2 100.21' 3 Soo.21' p5 1 100.z1' ^'� 03 5 100.09' 0�.3
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i 101.63
107.7
9 99.2 o rn 1 w \ GRADING LIMIT 107.7
107
9 �n I m 1 1 •+ o " - / 106.8 107 6 106.7
\I 954 9 /' O \\ � . a i N // a I .1 / 106.8 - _-_ ..._`__ -
V �--�- o _ - N b / - oo I / I 1 106.3/ 106.3 109.1 107.4 169.2
99.9 0 N 100.5 - I - 7
104.6 I11 105.9 105.9 ® P-3 i 106.1 108.3 106-6
1 102.2 , 105.7 - 106.8 107 106.5
104.E / 107.8 1 10?.7
/98.9 96.9 // 102.2 /� 106.1 104.4 1a7.4 / 101.6 100'
97.4 / / 02. _ __ 106.8 1-
1 97.4 w' 7 4 06. 106.3 \ 106_412
I q 101 / --- 105.9 �� 1 105.9 S00' 0 --- pp
p 1 11 O V / i \� 101.2 97.9 iw! 97.9 97.2 100.4 98.7 I 105.9 _ '
-. SOY.2 / _- \- lOLL.6 05.4 100' / $ �-- -^---
-m P-2 9fi.8 .. 98.9 r - '- \ 102.2 ♦ iO4.6 100' _
2 / / 100.8 100.8 .-� \ i � _. -_ 102.2 \ �\ S00` \�� 104'2 ,POLE NYT 10 / /-�____- ,. 12" WATER M=ram-_, ��CI�YI L?,(747r
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99.1 �9.0 102.7 / 99.4 - 97.LL i/ 98 96.5 \\
• 15' --. 97.4 100' --
IOi 8
102� 25 97.9 91 9 0 - - _ 97.0 10a• \' \ N T--
/ 98.3 M 101.2 -. i _ - 'i00' _ , - ��- / _ �pj `,�`,
/ -' - -A- POLE NYP S L 8 w5�
101.2 in 96.6 __>
9e.4 iao.z , -_--- - -Soo-------- too 97.0 ioo N _-i- W o W.Y. PLANNING BOARD
/ -- 100.3 131. _ - ----'_ - \ / POLE N.M.
�,� ,__� pROPOSED'ORYWELL .W $ r
UEENSBURY) _.- '-----
_ POLE 5
TOWN
OF 0 2 z �F THE
98.2
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- --_- MOUNTAIN VIF_W LAN,_ -w�, _ -- POLE w Ot' N OF �UE�NSQUFZ
- HYDRANT $ POLE --�� g 'J NYT 8
NYT 6 pOTE A NM 1/2 /o w
�-c--'-- W_-"----/ � POLE ^� - NY 7 /yo 1 STY. w
NYT 5 - NYp&L� _ ^- 9g NYPL U 1 Sl2 STY SFRTY. FR. _
o
y-__- _ 100 _ FR. 'LL CD
loo_-- _ FEDERAL HOLiSING ADMINISTRATION SUBMISSION
POLE $ -i _ ..---' POLE - - -- - _ - _ _- _ -_ I
NYT NYT 4 102
98 - NYP 2 1/2 1 STY. 1 STY• -
- !Fp-`9
102/ 4
FF
'2 STY. FR. +R U y. DRAWN BY DAVIDSON SECT ! ON I DRAWING NO.
CHECKED A U S T I N WGCDL AWN PARK SUOD I V I S I ON
�' LAND OF CHA LES TISINGER
o SCALE - 5p' TOWN OF OUEENSHURY
SUCC I V I S I C,'N PLAN N Issue DATE MARCH 22, 1965 WARREN CC NEW YORK
_ RI ST - FROST HSSOCI ATES PROJ.
CONSULTING' ENGINEERS
I _ PARTNER-IN-CHARGE GLENS FALLS, NEW YORK REV. NO.
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3
8" x 8" x 16" CONCRETE BLOCKS
( LAID WITH CELLS HORIZONTAL)
PERCOLATION TESTS r___ �
Z,
TEST N0. TIME INLET PIPE -
1 0 Mil 1. 15 SEC. L---�
2 0 MIN. 7 SEC.
3 0 MIN. 16 SEC, LOT LINE 12" CRUSHED STONE
4 0 MIN. 7 SEC,
5 0 MIN. 3 SEC.
6 ' 0 MIN. 7 SEC. CESSPOOL TO BE 20' P LA II GROUND SURFACE
10' MIN. CESSPOOL. MIN. FROM ANY HOUSE. REMOVABLE COVER REINFORCED
ALL TESTS TAKER 7 FEET BELOW GROUND SURFACE 4"VIT. CLAY JOINTS WATER TIGHT -/ C 1 E E 12-1
ABOVE INLET PIPE a::
COURSE SAND &GRAVEL. PIPE 'W/TIGHT 4'
JOINTS I /8" 11of MIN. INLET PIPE 'FROM
PER FT.MIN• SEPTIC TANK SEPTIC TANK �9
4"VIT.CL1 2" LAYER OF STRAW
1 0 T E : I F LAUNDRY TUBS ARE TO BE PLACED I M PIPE Vd/T I GHT 10, MIN.
BASEMENT, THEY SHALL BE EQUIPPED WITH JOINTS I " T.
FACILITIES TO LIFT WASTE WATER 5 FEET MIN. OUTSIDE
P4INIMUM. DIAMETER EFFECTIVE
GRANULAR RING OF DEPTH
WATER POWER EJECTORS PJILL HOT BE HOUSE CRUSHED STONE 12"
PERMITTED. THICK AROUND OUTSIDE a
o
P-4, P-5, & P-6 ARE LOCATED WESTERLYWALL OF PIT.
�
OF SECTION ONE SET BACK BLOCK LAID AS SHOWN
LINE BEARINGS ARE REFERENCED TO MAGNETIC, FOR FOOTING. 12" CRUSHED 5T019E 24" MIN. TO
GROUND WATER
SEPT 1956, TAKEN FROM "MAP OF A SURVEY WATER -
OF THE LANDS OF HOWARD & HARRY RAMSEY IN SERVICE
THE TOWN OF QUEENS3URY, WARREN COUNTY, FROM SECT I ON
N Y -. MADE BY JOHN B VAN DUSEN, LICENSED PUBLIC TYPICAL SEEPAGE P I T
LAND SURVEYOR, LAKE GEORGE, NEW YORK, SUPPLY SHUT-OFF
OCT 12, 1956. " 6T E LIP
12" WATER MAIN _
W W RY) NUMBER OF CESSPOOL CESSPOOL SQ.FT. PERC . AREA
BEDROOMS SEPTIC TANK SIZE (a) DIAMETER DEPTHTIVE M[NIMUM b FURNISHED
T YP ! CAL PLOT PL .+ tI
LANDS 0 F ` NOT TO SCALE 2 500 GAL. 6' 5' 94 943 600 GAL. 6' 8' 141 151
LOTS 2 - 18 CNARLES P . T I S I LAGER '+EATER TRANSMISSION MAIN 4 750 GAL. 61 i0' 188 189
LOCATION APPROXIMATE)
y
\' la) 1 . CONSIDER AN EXPANSION ATTIC AS AN ADDITIONAL BEDROOM.
_ E 10,000
2. ADD 150 GALLONS CAPACITY FOR EACH BEDROOM OVER 4.
` o
3. IF GARBAGE GRINDERS ARE INSTALLED INCREASE CAPACITY 50%
(b) CESSPOOLS BASED ON A PERCOLATION RATE OF 3.2 GAL. /SQ. FT. /DAY.
(c) STEEL SEPTIC TANKS TO BE COMMERCIAL STANDARD 177-51 OF U. S. DEPARTMENT OF COMMERCE.
140.30, _ CONCRET SEPTIC TANKS TO BE AS MANUFACTURED BY NORWALK CONCRETE PRODUCTS, GLENS FALLS,
loo'- _ i I HE!^1 YORK - SUBJECT TO APPROVAL OF LOCAL HEALTH DEPT.
104 `\jp2 ILu 9�50• 91 / /� '
O \� 0- GRADING /
� ! LIMIT
(6 1� �\
P-I&
107.0 ,i
\ 107.0-� �� =�\ 17 \ t I ..
_ NOTES :
�µ�" . r „_
' TOP OF `-
m 511 - = -- COVER REINFORCED
106 5 _106.2 2 �. ` '" _ \ i BANK - 1 ,� p o a r <u I . DRY WELL AND STORM SEWER
`Y66J _108. � \ 106. It \ )d
rz�
-_-- 105.9 lor.r \ w `\ \ 11 ® ' ' - " " AS MANUFACTURED BY FORT
MILLER CU. FORT MILLER,
i, d 104.0 104. ` a 1 .4 'y ^' SERVICE OLE � / 36 6° - 4 d
CE P J' .�p p O D ,
106.5 ! 106.2 �`. 7 .\Q 104. `� 104.4 \ 96 �\P �� :Cv. o,pJO NO! YORK
$ _ 120' 106.2'` '` y\ 2 5 _0" \ 10 ,0 TRAILER �"� \ 'n 4" OPENINGS
105.9 Y03.o ��� I 'on n 2. DRY WELL AHD TOP TO
-- 105.7 \\ , 10Z 15' _---_ 6�p A WITHSTAND HIGHWAY
-
-4- -- _-----1` Q:_ ` \ 104.4 10$.8 10 - -e�-�-W V. \ \ I o c :v X
POLE-, ---.._ - ��'� 50. `. �"iQ4.y -103.0 - \=�- \� v,,a D. 4" WALL .R LOADIldGS..
-- - - 103:r-`� �`oo' Ss:o/ \ � \ / 3. ELEV. OF TOP OF FRAME
W - _` - - to / / \ R. ' TO BE SET IN FIELD
POLE < -- POL �• N 1 \ LeiflaS OF
36 v REINFORCED `o
_ - W 14 100.o NARY o .>:
-1vvr � a- \ trEAD ELLSWORTH 12 0 � � ° 12" MIN. #3 STONE s
V U
-L� W td '- '-_' -`� - -6• W.V,p , 0 P
L_ auNrA I ..
- -,_ -_ W f1 I 1 Eh� LAME AS
' -
E 10,250 To Pl- LAN $ ECT ION
'104 ( wn a�seuP.-_,y AT
-__-"----".---- .' �---�--,-a-�_ _-- _ PLANNING BOARD
o ---.�---_..L_- .�_'---�� W 12" WFR MAIN �--
_ DRY JELL OF THE
`100 NOT TO SCALE jQ1�AJ;� OF QUEEN-BURY
LEGEND
- STREET RIGHT-OF-WAY LIMIT
- W WATER LINE
SUEDIVISICN f, LAN
- -- BUILDIMG SETBACK LINE
96 ------ EXISTING CONTOUR
99.8 EXIGTINB ELEVATION td0 T E : GRID IS ARBITRARY GRID
-106.2 PROPOSED ELEVATION ASSUMED BY R F A
P- I ® PERCOLATION TEST LOCATION FEDERAL HCUS I NG ADMINISTRATION SUI'P1 I SS I ON
GRADING LIMIT
26. 31 LOT DIMENSION BY DAVIDSON SECT I ON I DRAWING NO.
1 ' ,.
PROPERTY LINE CHECKED AUST1I4 WOGDLAWN PARK SUED I V I S I QN
L 7 I LAGER
zz SCALE I " = 50' TG1JN OF QUEENSL+URY
In ISSUE DATE MARCH 22 1965 WARREN- CO . N E W YORK
>
iy _ RI ST - FROST ASSOCI JES PROJ.
0
CONSULTING ENGINEERS �''iy
!!yyam� PARTNER-IN-CHARGE GLENS FALLS, NEW YORK REV. NO.
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