2009-427 i
t. UNAUTHORIZED ALTERATION OR ADDITION TO A SURVEY MAP
BEARING A LICENSED LAND SURVEYOR'S SEAL IS A / o
VIOLATION OF SECTION 7209, SUBDIVISION 2, OF THE
NEW PORK STATE EDUCATION LAW. / ` o
2. ONLY COPIES FROM THE ORIGINAL OF THIS SURVEY MARKED ! /
WITH AN ORIGINAL OF THE LAND SURVEYOR'S EMBOSSED ! utliny pole Z $
SEAL SHALL BE CONSIDERED TO BE VALID TRUE COPIES. ! o 1 v N
3. THIS SURVEY WAS PREPARED WITHOUT THE BENEFIT OF AN ——— — Z
EFORE,
ABSTRACT OF TITLE OR TITLE REPORT AND IS, THER — t sway iron pin found
EASEMENTS, COVENANTS, OR
SUBJECT TO ANY EASEM ram cedar tree
\
9 i row
OF RECORD OR ANY STATEMENT OF FACTS SUCH DOCUMENTS iron pin set ——— IP
WOULD DISCLOSE.
-®� —56 —19" E 115.00'/'
iron pin found (A � grovel driveway
REFERENCr lands now or formerly of '
James T. White & Elizabeth Freeland White concrete
ROBERT NELSON AND GEORGE NELSON TO ROBERT G. steps r-' tA
MARRA DATED 2 JULY 1966 AND RECORDED IN THE
WARREN COUNTY CLERK'S OFFICE ON 5 JULY 1966 IN wood deck '7
UBER 471 OF DEEDS AT PAGE 25. Z ,
wood 3o f Ns
14 deck e�G✓ t
,WREFER,NCES 0.292f acre
well casing house 1. MAP OF LANDS TO BE PURCHASED jO
BY JAMES AND NANCY WHITE �e o .$
DATED JUNE 1, 1987 PREPARED BY RIST—FROST ASSOCIATES P.C. % o
2. MAP OF A SURVEY OF THE LANDS OF AND LANDS TO BE CONVEYED tO
TO ROBERT G. MARRA, DATED MAY 27, 1966, PREPARED BY
concrete slab
JOHN B. VAN DUSEN. �a
cn 't0 gores a
3. MAP SHOWING PROPOSED BOUNDARY AGREEMENT BETWEEN ROBERT `o' 36 9 8ep '�►
G. MARRA AND JAMES WHITE DATED 24 JULY 2009 PREPARED BY tank
DAVID F. BARRASS, LAND SURVEYOR. ZA
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TAX MAP REFERENCE —iron pipe found
TOWN OF OUEENSBURY: 227.17-2-8 , iron pin set
iron pin found
\ !02'—�" W 92.65' , �
4.5 $ � W gravel
iron pin set shed
S 85'-56'-19" W 20.00' utility pole
other lands now or formerly of
Robert G. Marra lands now or formerly of a=
a Richard Tuzzolo & Patricia Anne Tuzzolo
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iron pipe found
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"N MAP SHOWING
LANDSSD LOCATION 1 = 20•
SURVEYED BY
``
0 02 20 40 60 DAVID F. BARRASS ROBERT G. "RA
LAND SURVEYOR 1/18/10
DAVID F. BARRASS 5 MAPLE STREET TOWN OF QUEENSBURY, WARREN COUNTY iZ18 10
L.S. # 49363 COR INTH, NEW YORK NEW PORK PROJECT NO.
log-3m3l
SWALE TO DIVERT
• DRAINAGE
ABSORPTIONAWAY FROM
61 TYP TO TOP
- •y ,. E.
�.i//
TRENCH
6' TYP •• •YPICAL •.._ITT
�;A6NG SLOPE ON DETAIL
LENA W, OR ", k --MA&_ / SEED AND ESTABLISH
WMIN. TO TOP
�arrirriii.iiriiw,iri.►riw►iririiw►iiiiwrw OF E-
_ • rriiiri�
TAPER AREA - MAXIMUM--1 EXISTING ORGANIC MATERIAL TO--/ 24'" MAXIMUM MECHANICALLY
SLOPE 1:3. SYSTEM FILL BE REMOVED PRIOR TO STABILIZED SYSTEM FILL
MATERIAL ALL AROUND PLACING GRANULAR FILL MATERIAL, PERCOLATION RATE
SCARIFY EXISTING SURFACE COMPERABLE TO EXISTING SOIL.
PRIOR TO PLACING FILL
TRENCH BACKFILL SHALL CONTAIN
NO SOLIDS LARGER THAN
3 INCHES IN DIAMETER
0iro"'2"
H�
O '
APPROXIMATE
FINISH GRADE
TAPER AREA - SYSTEM
FILL MATERIAL ALL
AROUND
SHALLOW ABSORP11ON TRENCH SYSTEM
ABSORPTION TRENCH AREA TO BE GRADED TO DRAIN AWAY FROM TRENCHES
2'-0" 4'-0" 2'-0" 15X MAXIMUM
CROSS SLOPE
OVERFILL TO ALLOW ON SLOPED SITES
FOR SETTELMENT
`- PERF TED P IATE�AL. �-LEVEL TRENCH BOTTOM
1. END OF ALL DISTRIBUTOR PIPES MUST BE
PLUGGED UNLESS NIERCONNECTED.
2. All. LATERALS TO X OF EQUAL LENGTH.
& MAXIMUM TRENCH LENGTH IS 60 FEET.
STANDARD PIPE ABSORPTION TRENCH PROFILE
NOT TO SCALE
POLYETHYLENE EXTENSION TO
GRADE WITH TAMPER RESISTA
ACCESS COVER
12't
4" PVC SCH 40
INLET
NNW
LIQUID LEVEL
MIN. SLOPE
1 /4" PER FOOT
;
16"
18"MITI.
WATERTIGHT SLEEVE
:
AND SEAL (TYP.) o-
a
INSTALL POLYLOK PL-122
PRECAST CONCRETE
00
EFFLUENT FILTER SUCH
THAT IT -,
SEPTIC TANK
=
IS READILY REMOVABLE
THROUGH
TANK ACCESS COVER
MINIMUM 2X WIDTH
MAXIMUM 4X WIDTH
a.:
SEPTIC TANK
NOT TO SCALE
SEPTIC TANKS
1. ALL UNITS SHALL COMPLY MATH THE REQUIRIINNTS OF THE NEW YORK
STATE DEPARTMENT OF HEALTH AND SHALL BE PRECAST ATE
AS MANUFACTURED BY FORT MILLER OR EQUIVALENT.
2. ALL STRUCTURES TO BE PLACED ON FIRM, COMPACT SAND OR
GRAVEL FOUNDATION, WHEREVER EXISTING FOUNDATION CONNTIONS
ARE UNSUITABLE, CRUSHED STONE SHAM BE PLACED AS
NECESSARY TO ACHIEVE A STABLE FOUNDATION.
3. SEPTIC TANKS INSTALLED IN TRAFFIC AREAS SHALL BE EIfRA HEAVY
CONSTRUCTION DESIGNED FOR H-20 WHEEL LOADING.
4. DUAL COMPARTMENT TANKS OR TWO TANKS IN SERFS ARE REQUIRED
FOR TANKS WITH AN INTERIOR LENGTH OF 10 FEET OR MORE.
5. ALL JOINTS MUST BE SEALED.
6" MIN.
J
4" PVC SCH 40 OR
SDR 35 EFFLUENT SEWER,
1/8" PER FOOT MIN SLOPE
INSTALLATION OF DISPOSAL FIELDS
1.
CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING,
AND SHALL BE IN ACCORDANCE WITH THE N.Y.S.
DEPARTMENT OF HEALTH INDIVIDUAL HOUSEHOLD SYSTEMS, AND
ASTM F481-76 INSTALLATION OF THERMOPLASTIC PIPE AND
CORRUGATED TUBING IN SEPTIC TANK LEACH FIELDS.
2.
NO HEAVY EQUIPMENT SHALL BE ALLOWED WITHIN THE LIMITS
LU
1 MAX
OF THE DISPOSAL FIELDS AFTER PIPE INSTALLATION HAS BEGUN.
it
SLOPE 3.
AFTER EXCAVATION 2' WIDE TRENCH TO THE DEPTHS REQUIRED,
THE WALLS AND FLOOR OF EACH TRENCH SHOULD BE CLEANED
SURFACE AND TO LOOSEN
IOF
SMEAREDESECTTIIONS TREN(EH.
4.
Fn
FOR PIPE SYSTEMS, PLACEMENT OF CRUSHED STONE, PERFORATED PIPE
AND GE07EXTILE FABRIC SHALL BE AS SHOWN, AND CARE SHALL
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BE EXERCISED TO AVOID INCLUSION OF FINE GRAINED SOILS AND
OTHER WASTE MATERIAL IN THE STONE AND PIPE.
5.
THE PIPE SHOULD BE LAID AT THE GRADES AND TO THE
RELATIONSHIPS SHOWN ON THIS DRAWING, MAINTAINING STRAIGHT
CONTINUOUS GRADES WITHOUT SAGS, HUMPS, SEPARATED JOINTS
OR OTHER UNSUITABLE CONDITIONS. THE PIPE SHALL BE LAID
WITH THE HOLES DOWN IN ALL CASES.
6.
ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL
AND TO DIVERT SURFACE: RUNOFF FROM ADJACENT AREAS AWAY
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FROM THE DISPOSAL FIELD.
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7.
NO PART OF THE DISPOSAL FIELD SHALL BE INSTALLED
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UNDER PAVEMENT.
r--
SEFnc SYSTEM DESIGN
NEW SYSTEM TO REPLACE EXISTING NON —CONFORMING SYSTEM
WHICH WAS ABANDON WHEN HOUSE BURNED DOWN
DESIGN FLOW _ 2 BEDROOM HOUSE W/ NEW FIXTURES = 220 GAL/DAY
SEPTIC TANK — INSTALL NEW 1.000 GAL SEPTIC TANK WITH EFFLUENT FILTER
ABSORPTION — 7 MINUTE. 10 'SECOND PERCOLATION RATE = 1.0 GAL/SF APPLICATION RATE
— 220 GPD / 1.0 GAL/DAY/SQ.FT. = 220 SQ.FT. REQUIRED
— USE 4 — 30' LATERALS = 120 LF. TOTAL = 240 S.F.
— DEPTH TO MOI'TUNG - 37" — USE SHALLOW ABSORPTION SYSTEM WITH
MINIMUM 36" FROM BOTTOM OF TRENCH TO MOTTLING LEVEL
— BOTTOM OF TRENCHES WILL BE LESS THAN 6" BELOW EXISTING GRADE
THEREFORE, HORIZONTAL SEPARATION DISTANCES WALL BE MEASURED FROM EDGE OF FILL
— EDGE OF FILL WALL BE 13' FROM HOUSE FOUNDATION WHICH IS LESS THAN THE CODE
REQUIRED 20' — HOWEVER HIGH POINT OF LEACH FIELD FILL IS LOWER IN ELEVATION
THAN BASEMENT FLOOR — THEREFORE VARIANCE NOT REQUIRED.
— SEWER VARIANCE REQUESTED TO HAVE EDGE OF FILL ALONG EAST
PROPERTY LINE 2' FROM PROPERTY LINE INSTEAD OF THE CODE REQUIRED 10'.
— SEWER VARIANCE REQUESTED TO HAVE EDGE OF FILL 53' FROM
EXISTING WELL INSTEAD OF CODE REQUIRED 100'.
SITE STA nSTICS
TAX MAP PARCEL 227.17-2-8
ZONING: WATERFRONT RESIDENTIAL
SITE AREA: 0.29 ACRES (12,738 sf)
SITE UTILIZATION
BUILDING AREA (Inc.
porch):1,413 sf =
11.1%
GARAGE AREA:
400 sf =
3.1
PAVEMENTS:
809 sf =
6.4X
PERMEABLE AREA:
10,116 sf =
79.47,
(75% REQUIRED)
BUILDING SETBACKS
REQUIRED
PROPOSED
FRONT:
30'
37'
REAR :
30'
37'
SIDE (NORTH):
20'
34'
SIDE (SOUTH):
20'
36'
BUILDING HEIGHT = 22' — (28' ALLOWABLE)
1 :T!I
DIS110BUIM BOX
BY FMT MKIER OR
izEQUALWA
...
:.•
. 13E
EXACTLY
GRAVEL
ELIEVATOL
USE SPEED LEVELERS
MUM
SOILS DATA
0-8" TOPSOIL
8-52" LOAMY SAND
+52" POSSIBLE GRANITIC BEDROCK
MOTTLING 0 37"
PERCOLATION RATE (AT 24" DEEP)
= 1" IN7 MINUTES, 10 SECONDS
TEST PIT AND PERCOLATION TEST
BY CHARLES H. MAINE ON MAY 19, 2009
CONSTRUCTION OF THE SANITARY DISPOSAL SYSTEM SHALL
BE PERFORMED UNDER THE GUIDANCE OF A PROFESSIONAL
ENGINEER LICENSED TO PRACTICE IN NEW YORK STATE.
UPON COMPLETION, ENGINEER SHALL PROVIDE THE TOWN OF
QUEENSBURY WITH CERTIFICATION THAT THE SYSTEM WAS
CONSTRUCTED IN SUBSTANTIAL CONFORMANCE WITH THE
APPROVED PLANS.
LOCATION PU.
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MAP REFERENCE:
TOPOGRAPHIC MAP OF LANDS OF
ROBERT G. MARRA
BY
DAVID F. BARRASS
LAND SURVEYOR
5 MAPLE ST., CORINTH, NY
DATED JUNE 12, 2009
.a.w X BENCHMARK
!ands now or formerly of / / c RAILROAD SPIKE IN
James White / / o UTILTITY POLE NM 5.5
/ a ELEVATION 100.54'
10,
1+ I ikon pinl found
ravel driveway
I
iron pin set g I y X cedar tree
iron pin found - '-19'� E \1 12 .00'�I i it T a
4\\ 10CA
`\ �85 5fi \ I i 4
9-S. D. �PiL acr, e I / ` i gravel drivew
qIkon r$ e
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'AND DECK, o P
+ \
Veil casing
lands now or formerly of i Jib.\\ .. `/ `\ `� i \� `'i +, ,;, \ \\� it'o
James White to
James fire kIt o \0`
existing
garage
PROPOSED BOUNDARY 10, OW oc�
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\TO\GRAD `
BY AGREEMENT \ \ ,
+ iron pi found \� - QI \\ \\ `\0 I
+ `� t�EW 1',4Q00 GAL, ` \ I
SEP;flC i'-----
SEE; DETAILS \+ ++ + +
+ S S7r
irp+Fi pin fo d'�
iron pin set l
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of ie�,Ia IC-4 % 9 prm rly of lands now or formerly of
'� T)b rra Richard Tuzzolo & Patricia Anne Tuzzolo
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+ INSTALL STANDARD EROSION
CONTROL SILT
FENCE PRIOR
TO START OF CONSTRUCTION
+
t350'
ETOF
NEW
LEACH FIELD
+
W/4
— 30' LATERALS
SEE
DETAILS
1
'
DRAINAGE NOTES
�
+
INSTALL ROOF GUTTER AND DOWNSPOUT ON NORTH
SIDE OF GARAGE TO DIRECT RUNOFF AWAY FROM
NEW LEACH FIELD
INSTALL ROOF GUTTER AND DOWNSPOUT ON EAST
OFF NEW TO
® + a
DIRECT RUNOFF AWAY FROM
NIA HO
+
WAIF.,Et SUPPLY NOTES
PROPOSED LEACH FIELD APPROXIMATELY 200 FEET
FROM WELL ON WHITE PROPERTY
TUZZOLO PROOPER'tY AND PROPERTIES DIRECTLY
+
ACROSS SEELYE ROAD UTILIZE LAKE WATER AND
Do NOT HAVE WELLS EXCEPT FOR KAIDAS PROPERT
WHOSE WELL IS 200+ FEET FROM NEW SEPTIC
ravel
+
+
+
utility pole
4t�
"I have seen or observed, Or believe I saw evidence of,
PLANall objects such as houses, wells, trees, fences, etc.,
shown on this document. I also represent that I have
0' 20' 40' 60' ?er5ol�a''v m ' , r d 1he distances set forth on the diagr M.
4 - GO
�iONA RE eATE
ELEVATIONS ARE BASED ON AN ARBM1ARY VERTICAL DATUM.
ONE FOOT CONTOUR INTERVAL.
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Date: JULY 20 2009
Scale: 1"= 20'
49292--1
SHWr 1 OF 1