WHIPPLE SUBDIVISION 1OF 3 TAX MAP # OWNER ADDRESS PLANNING BOARD APPROVAL
60-7-13.1 STEPHEN W. PINCHOOK 60 WALKER LANE
& JOAN C. BOVEE QUEENSBURY, NY. 12804
60-7-13.2 JOHN DORLAN ESTATE 9531 BURWICK AVE.SAN ANTONIO, TX. 78230 I_II,J ( 1( f? Al1TF3(1F?� J 'r OF A RESOD-I i1 ()Pd
MAP REFERENCE : 60-7-13.3 JOHN DORLAN ESTATE 9531 BURWICK AVE.
SAN ANTONIO, TX. 78230 AUOf' 1F:L) E3Y TI-IE. PLANNIING 13OAfl\L)
60-7-13.4 JOHN DORLAN ESTATE 9531 BURWICK AVE.
MAP OF A SURVEY MADE FOR SAN ANTONIO, TX. 78230 M'. THE TOWN OF QUEENSBURY, NEW YORK.
R E B E R T W , & I E E N WHIPPLE 60-7-14.1 EDWARD CIMMINO, JOHN WRIGHT 248 EAST WOODLAND RD.
S 82- 533'"` NEW MILFORD, NJ. 07647 ,Cf-IAIRMAN
31 -- 60-7-14.2 RUTH DORLAN 77 COUNTRY CLUB RD.BY VANDUSEN & STE �/ ES 110.31
p - - - - - _ _ QUEENSBURY, NY. 12804
DATED JULY 11) 1986 I ' - - - 60-7-16.1 CLARENCE & MARY BROWN 95 COUNTRY CLUB RD.
1 Z QUEENSBURY, NY. 12804
61-1-46.1 VALENTE BUILDERS 60 SWEET RD.
QUEENSBURY, NY. 12804
/ / I
k I
I I
SITE I �� // 1 1
WALKER LANE Y w 60-7-13.53i
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00
o � � r5
0� p 10)
Q
(N ;l I 0.953 ACRES
> R�
co w CRON z 1 Y e tm
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o
QUAKER RD
S 8T 31' SJO_E
- - - M , ^
LOCATION PLAN
9 N^ ^
j EXISTING TRA�NSFOR ER i _ _ R= n �_� E'
- N 'l if ,a }, / �
il \
1 I . 10' MIN. CI.FARFD ON
� ; I I BOTH SIDES OF ALL ,I
I DRIVEWAYS
20
" TYP.
O
bP
\ O�
_ rk - - - - -- _ 0-7-13.52
S 86' 50' 30" E , � I � I
C ` �S 59.9 2 1 N
6Jye1g - - - - -- - - ---
I I Io 11
0 663 ACRES 1 N I I U7 -1Es V �s [66tzIJUN
NOTES:
�\ �-- - �1 I i 1 i 1. THIS PLAN IS CONSISTANT WITH THE ZONING ORDINANCE
1 3 I LIMITS OF CLEARING
OF THE TOWN OF QUEENSBURY.
BUILDING 1 t (TYP.) ',(' °'A 2. PROPOSED SUBDIVISION IS LOCATED WITHIN THE
4 a> s
ELEC. cP 60- 3. `t 1 SETBACK
QUEENSBURY CENTRAL SCHOOL DISTRICT & THE
❑UTLET o, i - --� ^I LINES 1 `I�(1
- _ - (TYP.) I- QUEENSBURY CENTRAL FIRE PROTECTION DISTRICT.
r 3. PROPOSED SUBDIVISION IS WITHIN THE MR 5 ��
1 I r _
ZONING DISTRICT.
I ' " 4. PROPOSED PERMANENT CONCRETE MONUMENTS SHALL
1
0.479 AC ES I N TYP' Two BE REINFORCED CONCRETE 4" SQUARE x 3' LONG (MIN.)
- - _ 5. PROPOSED IRON ROD MARKERS TO BE SET AT EACH LOT
EXIS LNG
CORNER OR CHANGE OF DIRECTION.
- - - - -- - I _ lFgs
- - - - - - - - - - -- - - I - - -- - -- - - - - - - -- --� - - - - -
z, 3�
TRA FORMER 1 -
o a I QUEENSBURY FINAL PLAN SUBMITTAL 4/24/91
�N 86' 50' luliu,
1 WHIPPLE SUBDIVISION
W ---_. - - �' (a� N F.W r ./.
N as 50' 30" w '' `' "��� y= . ROBERT W. & EILEEN WHIPPLE
- -------- 127.15' _
-- --
----- -- N 86' b0'
- 80.0p ----- - - - -- -- j ' P.O. BOX 734
DRIVEWAY --'- rN'F k * GLENS FALLS, N.Y. 12801
CULVERT ✓ �� `f =, OWNER AND APPLICANT
YP. WALKER
LANE LAYOUT & CLEARING PLAN
PROPOSED PERMANENT CONCRETE Offy
MARKER (TYP.) 2 FINAL PLAN SUBMITTAL 4 74--91 Dawn. MITCHELL Scale: 1 30'-0" Data 8-16-90
1 REVISED PRELIMINANY SUBMII TAL 3 z y1 H A A N E N E N G I N E E R I N G PRQJ. Nn. 25027
-- _ _ —_ Inhn L. Ilnnner, PE lhnmas W. �lacc, I'F SHT. 1 OF 3
No. Revisions Date Q UEEN S B U R Y , NEW YORK
VanDusen & Steves
rJ
N,Y, STATE LIC, NO. 35617 MAP # LAND SURVEYORS, GLENS FALLS, NEW YORK n
_ PERCOLATION TEST DATA (NOV. 199n)
TEST PIT TEST TIME TO DROP 1" REMARKS
31 '�� - -- 0"-3" TOPSOIL
S Oa TP 1 1 3 MIN. 28 SEC. "-18"
C�L 2 4 MIN- 33 SEC. 3 FINE BROWN SAND
�i ' O` E 3 4 MIN. 30 SEC.
18"-36" FINE BROWN SAND WITH
4 4 MIN. 39 SEC.
11_0 31 — —_—._ STONES UP TO 2 -
— _ TP 2 1 4 MIN. 4 SEC.
2 3 MIN. 52 SEC.
/ 3 4 MIN. 40 SEC.
SOIL TEST DATA (NOV. 1990)
/ I / TEST PIT SOIL DESCRIPTION REMARKS
TH 1
0" — 8" TOPSOIL NO WATER
t
PRESENT
8" — 24" COURSE BROWN SAND
378
24" — 60" FINE REDDISH BROWN SAND WITH
SOME SILT
I f/
376 HCD
� I
H 1 / LEGEND
TH 1
/ { } SOIL TEST LOCATION
/ TP 1
74 S 87 31 '50"
PERCOLATION TEST LOCATION
- - o
�l )STIN _ E IS TIN D L30- 08
I /
372 ' i0 ANS RMER LIGHT P O�JE
C�
DRYWEL /'I 0 / I I / NOTE:
EROSION SEDIMENT CONTROL MEASURES TO BE
SHOWN ON
SITE PLANS FOR EACH LOT. CONTROL
MEASURES WILL BE IN ACCORDANCE `MTH NEW
r)V YORK GUIDELINES FOR URBAN EROSION &
' / ' m // 3 SEDIMENT CONTROL.
370 �C4 Ario / / I I /
G // W DBE ' /
TAI fWG ALLI li � / '
WOOD TIMBER ��P �' 3o.
RETAINING WALL �nj�' �� � EXIS NG '
SH C-D II
J PP, —
/ I I1� EXISTING
' 6 DRYWELL -- / / 2 I t /O UTILITIES
364
\ 1 - IV /I '
\ I I I /
_ / — I
O EXIST]
360 UT EL LE,T W _ - I I / FOUN TI M�
EXI5 G i EXIS11t�G° - - - - - - - L - J
- _ FOR 'ER DRYWELL /' i
_ - (T BE Rpv(OVED) /
I
12 7'15' ,
------ __ --0-OW
WALKER ,15' QUEENSBURY FINAL PLAN SUBMITTAL 4/24/91
--- K E
- - - - _ - -- - - - - \,,,��4F' i i "''% WHIPPLE SUBDIVISION
— - C xl�l ROBERT W. & EILEEN WHIPPLE
-DRIVEWAY EXISTING 6" WATER MAIN-Z - - - -_— - *. =*= P.O. BOX 734
CULVERT GLENS FALLS, N.Y. 12801
(TYP.) _ _ — { „ OWNER AND APPLICANT
r�o4� J GRADING, DRAINAGE & UTILITY PLAN
2 FINAL PLAN SUBMITTAL 4 -24 -91 Drawn: MITCHELL Scaie: 1 "=30'-O" Date: 8-16--90
- - - H A A N E N E N G I N E E R I N G
REVISE[) PRELIMINARY SUBMITTAL 3 27 -91 John L. Haan en, PE Thomas `N. NaR PE F ROB. (\I0. 25027 N
---- -- -
No. Revisions SHT. 2 OF 3
Da Q U E E N S B U R Y , N E W Y 0 R K
2'-0.. 41_0"
OVERFILL TO ALLOW
FOR SETTELMENT
Q i
C>p0 O W
>
4
6" TO 12" EARLS UNTREATEDFIL -�/
BLDG. PAPER,
HAY OR STRAW
4" PERFORATED
2" MIN, LATERAL
o I I
clJOOOo 12" MIN. QjOc)oD ��Op�oo GARAGE
6 0c) O ��°o ��� 001 ���� 1 /z" r0 1 1/2" M CD U SE
(— CRUSHED STONE
T
24" MIN.
FINISH
GRADE 12" TYP. SEPTIC TANK AT LEAST 10'-0"
HEAVY DUTY FRAME & GRATE MIN. /- - TIGHT JOINT 4" PIbE
MAXIMUM
NEENAH R-5903-G OR EQUIVALENT 50' FROM WELL AND 10' 20'-0" / ON SLOPE OF 1/ " /FT.STANDARD DISPOSAL SYSTEM GROUNDWOATER _ _ _ _ FROM HOUSE MIN.ELEVATI
1III — = — —III DISTRIBUTION BOX
-111,,,111-III,;,III;;,I_II, .III=I
TILE FIELD
GRADE 1/8" /FT.
- LINE EXCAVATION WITH FILTER ������ I (SEE NOTE 4)
12" MAX. — FABRIC BEFORE PLACING STON�
30" CMP-16 GA. 10' MIN, —DISTRIBUTION PIPE
6" MIN. 5'-0" PROPERTY -� -
2" MIN. �O�O�O0 SLOPE r OO PERFORATED
10' MIN. LINE
° IIII 'I
6" �aa00000 °
4" PERFORATED PVC LATERAL, 1 STONE FILL SHALL CONFORM TO
SLOPE 1/16"-1/32" PER FT. i� NYSDOT STANDARD SPEC, SECTION
NOS. I I— 703-02, COURSE AGGREGATE TYPE 3
END OF ALL DISTRIBUTOR PIPES MUST BE —I I—I I oOo COMPACT IN B" LIFTS
PLUGGED UNLESS INTERCONNECTED. III=1 1=1I 12" O O00 SEWAGE DISPOSAL LAYOUT
STANDARD TRENCH PROFILE III-III-II O
� I 1=1 11=1 11= NOTES:
-III-III-I .
��5' DIA�DIA.
1. TILE FIELD TO BE 100' OR MORE FROM ANY
LAKE, SWAMP, DITCH OR WATERCOURSE AND 10'
STORM DRAINAGE DRYWELL DETAIL OR MORE FROM ANY WATER LINE UNDER PRESSURE.
N.T.S. 2. FOR SEWAGE PIPE BETWEEN HOUSE AND DISTRIBUTION BOX
RECOMMEND ALL ACCESS USE DUCTILE OR CAST IRON PIPE, OR SCHEDULE 40
& CLEANOUT OPENINGS CONCRETE OR STONE PVC WITH CEMENTED JOINTS.
APPROXIMATE BE RAISED TO 6" BELOW
FINISH GRADE FINISH GRADE. MARKER ABOVE ALL
BURBLED covERs 3. DISCHARGE FOOTING, ROOF AND CELLAR DRAINAGE
RECOMMENDED. AWAY FROM SEWERAGE SYSTEM.
s"
4. DISPOSAL FIELD SHALL BE CONSTRUCTED PARALLEL
3" WITH CONTOUR LINES.
12" MIN. COVER OVER
ALL STRUCTURES
3 # WASTE SEPTIC TANK DISPOSAL FIELD
LIQUID LEVEL r BEDROOMS FLOW (MIN . CAPACITY TRENCH LENGTH
8 4 4 (SEE NOTE 1) G . P . D . GAL. ) (SEE NOTE 2 & 3)
(SEE NOTE 3 & 4)
2'-4" 3" ALL OUTLET INVERTS 2 260 1000 _ 108
TO BE SET AT
EXACTLY THE SAME
6" ELEVATION. 3 390 1000 162
(TYP ) DISTRIBUTION BOX ---- - ---
4 520 1250 216
BAFFLES 5 650 1500 270
SEPTIC TANKS 6 780 1750 325
1. ALL UNITS SHALL BE PRECAST CONCRETE AS MANUFACTURED
MINIMUM 2x WIDTH BY FORT MILLER OR EQUIVELENT. SEWAGE DISPOSAL SYSTEM SIZING
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL FOUNDATION. WHEREVER EXISTING FOUNDATION CONDITIONS NOTES:
ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS
NECESSARY TO ACHIEVE A STABLE FOUNDATION.
1. EXPANSION ATTICS, ETC., ARE COUNTED AS BEDROOMS.
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EXTRA HEAVY
SEPTIC TANK CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING. 2. BASED ON PERCOLATION RATE OF 1 TO 5 MINUTES
ASSUMES USE OF CODE CONFORMING PLUMBING DEVICES
WITH 3.5 G.P.F. TOILETS AND 3.0 G.P.M. FAUCETS AND
�/
SHOWER HEADS.
SEPTIC TANK AND DISTRIBUTION BOX 3, AN ADDITIONAL 250 GALLONS OF CAPACITY AND SEVEN
SQUARE FEET OF SURFACE AREA IS REQUIRED IF GARBAGE
GRINDERS ARE TO BE INSTALLED.
4. FOR MULTIFAMILY UNITS TANK TO BE SIZED BY ENGINEER
c
INSTALLATION OF DISPOSAL FIELDS : DEPENDING UPON CONFIGURATION OF HOUSING UNITS.
1 . CONSTRUCTION SHALL BE AS SHOWN IN "DISPOSAL FIELD DETAILS," 4. PLACEMENT OF CRUSHED STONE, PERFORATED PIPE AND UNTREATED BUILDING
THIS DWG., AND SHALL BE IN ACCORDANCE WITH THE N.Y.S. PAPER OR STRAW SHALL BE AS SHOWN, AND CARE SHALL BE
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND QUEENSBURY FINAL PLAN SUBMITTAL 4/24/91
ASTM F481 -76 INSTALLATION OF THERMOPLASTIC PIPE AND OTHER WASTE MATERIAL IN THE STONE AND PIPE. WHIFFLE SUBDIVISION
CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS. 5. THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE `�P��rASNd. YQ9'
2. NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT — 5' tC ^� ROBERT W. & EILEEN WHIPPLE
OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN. CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS = _ P.O. BOX 734
3. AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED, OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID . GLENS FALLS, N.Y. 12801
WITH THE HOLES DOWN IN ALL CASES. "� '��-; '�� s�- OWNER AND APPLICANT
THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED AND RAKED TO ACHIEVE AN EVEN SURFACE AND TO LOOSEN —
6. ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL
"%1F' �j DETAILS
SMEARED SECTIONS OF TRENCH. AND TO DIVERT SURFACE RUNOFF FROM ADJACENT AREAS AWAY
FROM THE DISPOSAL FIELD. Q. . S,t
Drawn: MITCHELL scale: NO SCALE Date: 8-16-90
n
- H A A N E N E N G I N E E R I N G PROD. NO 2`027 r'
1 FINAL PLAN SUBMITTAL 4 291 John L. Naanen, PE Thomas W. Nace, PE o
SHT. 3 OF 3
No. Revisions Date Q U E E N S 8 U R Y N E W Y 0 R K