97-193 (2)MAP REFERENCES:
1) MAP ENTITLED: " MAP OF PROPOSED BOUNDARY LINE AGREEMENTS
MADE FOR NORDLANDER, WALLACE & YOUNG" AS PREPARED BY
VAN DUSEN & STEVES, LAND SURVEYORS AND DATED OCT03ER
4, 1990.
N O TES
1 UNDERGROUND UTILITIES, IF ANY, .NOT LOCATED.
2 ALL BUILDING OFFSETS ARE MEASURED FROM
FOUNDATION WALLS TO PROPERTY LINE.
3) NO MONUMENTATION SET.
RECORD NOR 7H
4 S PER MAP RE
N 54 58'10"E
4.37'
O
\Z
Q
I
0
0
O LANDS N/F OF \
KARIN Y. HUDSPA TH
/ EXISTING OVERHEAD O
— —
O � TO POLE NM6
Q O OLANDS N%F/ OF
NMO6 (APPROX. LOCATION) YOUNG
BENCHMARK No. 1
DOUBLE HEAD NAIL
REE SET IN
ASSUMED ELEV. = 7 00. 00
v \i
0 Z°
NOTE: FOR LANDSCAPING IN ENTRY/DRIVEWAY AREA
REFER TO SEPARATE LANDSCAPE DESIGN PLAN
SHEET 2 BY GARY F. GILLESPIE
�0
NEW CULVERT UNDER PROPOSED DRIVE
25 LF OF 12' ADS N-12 AT 0.57G
W/ FLARED END SECTIONS AND RIP -RAP.
S7� S?
rl
R=12' TYP.
4
STONE ENTRY GATE, TYP. 0 0 ;
(1 EA. SIDE) ^ 00 1 100
n� �/I I;- 1�
N 5 7'31 '32 " W
9. 95'
N 79 °35 '34 " W O`
30. 05'
BOUNDARY OF A.P.A.
DELINEATED WETLAND
REMOVE OVERHEAD
w
UTILITY o o
J
N' 40 17'20"W
o 12. 15 '
7 0 7 g
BENCHMARK No.2
DOCK SPIKE SET IN NEW 25 P.P. #7 Y. Y.
u ELEV. = 112.67 O� O
5
o ° �0
�, EWRY WALK—__-
T P
cs POLE AND GUYS 24" PINE
p A W/- V5 TO BE REMOVED
�. CHOR N
TYP. DRIVEWAY
LIGHT POLES g 6 •
8 TOTAL E T.P. 0_ �` 1
30"
j2 1•
110 J --- 112
0
T.P.
x 5 __a'�. \ .A •� m O, �9' %Q 1� 20" MA LE o 0 /
0 1 O T!
O \\
(APPROX.) ° 1 \ o' 70 /� S
g- 7�.
`� TOP. \ \ \ \10 �� Q ' �3 \
Ys � � 09 08 / 7 � 6 �,
\� 1005pRpT�ON S \ '0`� Q #3 1 \ %�� O � 105
___ FORCE MAINS 27 PI/ 0 O 82'S7'52 E1 p4 2 _
Q`\ 70 0,4 O,T 709 8 N; �_PVC ® / S. W/ RIP RAP 21. 18' 1Q3
1 \ A a 1 � � ' I NV.OUT=106.0 105+ /\• 0)
106
w o D S EX. O/H UTIL� F O�7 5� 107
18" HEMLO \,� 6 3 6
20" GRAY \ r 15 MA
BIRCH
o
III`
18"" OAK EW NtE
�� Py E \ f
12"' HEAyLIi�C K EMLC�CK
x 102.5
1 +i�
M
ni
7�X`102. nua
�EWN
MP ..
P pl. SEPTIC
..
IL
O
•
I�
m�
LEGEND:
R.O. W. DENOTES RIGHT OF WAY
NM DENOTES NIAGARA MOHAWK UTILITY POLE
P.P. DENOTES POWER POLE
T.P. DENOTES TEST PIT
107-`- DENOTES TOPOGRAPHIC CONTOUR
G
COCK
2 SIrRAME
v�OOp HOSE
sOA �
�:..A
APPROVED ~
3I
Ai:r
L A E
E O G E
_ REPLACE EXISTING STONE WALL
FROM DOCK TO PROPERTY LINE
DOCK
REHABILITATE EXISTING STONE
DECK AREA ADJACENT TO BOATHOUSE
._i �-
_ CREATE STONE STEP ENTRY Q _
TO SAND BEACH AREA Cis
WITHIN "BREAK" IN EXISTING WALL W
uj
_ REMOVE FRACTURED STONE � ='- .....
PREVIOUSLY ADDED U) c
c'' "
_ EXISTING STONE SEAWALL W
TO BE REHABILITATED �-
AS PER D.E.C. PERMIT Q LJLJ 0
TYP. 4' WIDE WALK AREA � CD
/-"'
TO BE MULTIPLE PATTERN
/ BLUESTONE SET IN STONE DUST.
BASS \�
20. 5' 15" PINE
1 x 9
01-
101 2 RC g TWIN 10 �� 8' WIDE WOOD DOCK
8 + x q l ` x 99.0 P Q HEMLOCKS ��
�0' 9 N I 9 .0 + Occ Q: ❑❑ f' 3 r4> 8,. WHITE
x Q CH
S 7 •. SOPOIC ALA SOU 15" PINE i
`J4 , 98.1+ TANK
1" 5`J�� j 0- +701.33 9974+ 3" l/%/ 98.67 j� SLXISTING
EEPING
+ i
�` � � TO BE REMOVED IIV IN=1 6.28 STORM WATER BASIN CABIN
AREA OF PROPOSED �p \ FLARED _N� S TION 107,4 I 7 Ir`'�1
c W/ R P-RAP / / /— 49, TO BE
ILL ABSORPTI ON SYSTEM \,\�' \ \% ,\\1j 11 + LANDS lV/l- OF 98.48 42 I �� j REMOVED I
I o.P.#8 �- 24" PINE i �APE;NSKE +'-�
4 BEDROOfMI CAPACITY Q01 W/(2) GuYS I ;
Ai / v5�1
P�
�o
706 NEW 36'x 48' ONE
EX. POLE AND GUYS �� 10� o N STORY
BOAT STORAGE / STORAGE BUILDING
o7
� \ TO BE REMOVED 'I •�` 07 • =_� .. � + 107
\ •10
00
INSTALL SILT FENCE
j J0,0 10 o LEGEND (EROSION CONTROL)
ALONG LAKE FRONTAGE.
(SEE DETAIL)
�� 109 10781 EXISTING SPOT ELEVATION
110
> _
0A � �Q T. 11' 11 85 `30' 1 E
Q DRILLED
WELL
# '112 — 40.05
ROCK
PROPOSED CONDITIONS
X102 5
NOTE: FOR LANDSCAPING IN LAKEFRONT AREA
REFER TO SEPARATE LANDSCAPE DESIGN PLAN
SHEET 1 BY GARY F. GILLESPIE
7-� a
PlzrFIVED
L
MAY 0 2 1997
.TOWN Cif- QUEENS3URY
BUILDING AND CODE
r --
LOT ARE
1.9+/- ACRES
LOT COVERAGE
-p-t- - - -- ---z1� �g=------------7 LANDS 1'V11-- OF PROPOSED SPOT ELEVATION WATER SUPPLY. PRIVATE INDIVIDUAL PROPOSED STRUCTURES 10.0%
�0 _ _ RAPPAPOR T INTAKES FROM LAKE
---- PAVED AREA DRI V
\ PARKING: NEW PAVED SPACES FOR
AREA OFF PROOSED
FILL ABSORP-!O\ S"S ' EM
2 BEE" P01` I CQ aCITY
UNAUTHORIZED ALTERATION OR ADDITION TO
THIS SURVEY MAP IS A VIOLATION OF SECTION
7209 SUBDIVISION 2 OF THE N.Y. STATE
EDUCATION LAW.
COPIES FROM THE ORIGINAL OF THIS SURVEY
MAP NOT MARKED WITH THE LAND SURVEYOR'S
EMBOSSED SEAL SHALL NOT BE CONSIDERED A
VALID TRUE COPY.
ORIG. TAKEN FROM SITE3.BRA (DGX)
CANTSITE.DWG (ACAD)
FIVE VEHICLES PLUS TWO CAR GARAGE. GREEN AREA 73.4%
103
EXISTING CONTOUR AREAS OF GRASS, W
GROUND COVER CONSISTS OF NOTE: AND EXPOSED ROCK.00DS.
���dft ���PAIII �� THIS PLAN SHALL MODIFY AND UPDATE THE
•��' PREVIOUSLY APPROVED SITE PLAN (SHEET
ShIMMl1 1 *A I have 2 OF 3), REVISION DATE 11-7-95. �,,,, , , r-„ � , , ,
person* AlIIMIAlk-rdablmset forth on the diagram " j 102 PROPOSED CONTOUR
SIGNATURE DATE" \
PROPOSED SWALE
ZONE
WR-1A
MIN.LOT SIZE
1 ACRE
FRONT SETBACK
30
FT.
SHORELINE SETBACK
75
FT.
REAR SETBACK
20
FT.
SIDE SETBACK
20
FT.
TOTAL SIDE
50
FT.
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1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM
SAND ANY WELL. CONTRACTOR TO VERIFY PRIOR TO
CONSTRUCTION.
2. MINIMUM SEPARATION BETWEEN SEPTIC TANK AND
PUILDING TO BE 10 FEET.
3. MINIMUM SEPARATION BETWEEN TOE OF FILL AND
BUILDING TO BE 20 FEET.
4. MINIMUM SEPARATION BETWEEN PROPERTY LINE AND
rE OF FILL TO BE 10 FEET.
5.NIMUM SEPARATION BETWEEN WELL AND SEPTIC TANK
iTO BE 50 FEET.
6. �U CONSTRUCTION TO BE IN COMPLIANCE -WITH
7. 7YORK STATE SANITARY CODE.
QUIRED INSPECTIONS (TO BE PERFORMED BY P.E.)
rUaW
ENGINEER'S INSPECTIONS.
S. STONE SHALL BE CLEAN, DURABLE AND BE
RGER THAN THREE -FOURTHS OR SMALLER THAN
r-HALF INCHES IN DIAMETER.
9. PHEN THE TRENCHES HAVE BEEN EXCAVATED, THE SIDE
tAND BOTTOM SHALL BE RAKED TO SCARIFY ANY SMEARED
OIL SURFACES.
10. CONSTRUCTION EQUIPMENT NOT NEEDED TO CONSTRUCT
THE SYSTEM SHOULD BE KEPT OFF THE AREA TO BE
ILIZED FOR THE ABSORPTION TRENCH SYSTEM TO
7CHDISTRIBUTION
UNDESIRABLE COMPACTION OF THE SOILS.
11. LINE SHALL CONNECT INDIVIDUALLY
TO THE DISTRIBUTION BOX AND EXIT AT THE SAME SLOPE
R THE FIRST 5 FEET TO 10 FEET FROM THE BOX.
(1/8' PER FOOT).
12. THE DISTRIBUTION BOX SHALL BE SET LEVEL AND
ARRANGED SO THAT EFFLUENT IS EVENLY DISTRIBUTED
TO EACH DISTRIBUTION LINE. ADEQUATE PROVISIONS
SHALL BE TAKEN TO ASSURE STABILITY AND PROVIDE
ACCESS FOR INSPECTION OF THE DISTRIBUTION BOX.
13. THE PIPE CONNECTING THE DISTRIBUTION BOX TO
THE DISTRIBUTION LINE SHALL BE A TIGHT JOINT
NSTRUCTION LAID ON UNDISTURBED EARTH OR
ROPERLY BEDDED THROUGHOUT ITS LENGTH.
14. INISH FLOOR ELEVATIONS SHALL BE SET AT THE TIME OF
PLICATION FOR A BUILDING PERMIT. THE CONTRACTOR
ALL CONTACT ENGINEER OF RECORD TO CONFIRM THAT
EFFLUENT PUMP SPECIFIED IS SUFFICIENT FOR EACH
PECIFIC LOT.
15. SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS
R GARBAGE GRINDERS. GROUND GARBAGE SHALL NOT
I E ADDED TO THIS SANITARY SYSTEM.
16.FOOTING DRAINS, SUMP PUMP DISCHARGES AND WATER
FTENER DISCHARGES SHALL NOT BE CONNECTED INTO
SEPTIC SYSTEM.
17. "TRACTOR TO COMPLY WITH,ALL O.S.H.A. AND OTHER
TE AND LOCAL SAFETY REQUIREMENTS DURING
:TRUCTION.
18 ' TER NEW YORK STATE INDUSTRIAL CODE 53:
IICALL 1-800=962-7962 TO LOCATE BURIED CABLES OR OTHER
]UNDERGROUND UTILITIES NO LESS THAN TWO OR MORE THAN
TEN WORKING DAYS PRIOR TO DIGGING, DRILLING,
EXCAVATING, DRIVING POSTS, ETC.
FILII
L SYSTEM INSTALLATION
I
1. WHEN PLACING FILL ON TOP OF EXISTING GRADE,
(ORGANIC DEBRIS, INCLUDING LEAVES, ROOTS AND
(OTHER PLANT FORMS, SHALL BE REMOVED PRIOR TO
THE PLACEMENT OF THE FILL AND THE NATURAL
OIL PLOWED OR SCARIFIED.
2. THE SOIL USED FOR FILL SHALL BE WELL -GRADED
GAMY SAND OR WELL -GRADED LOAMY SANDY GRAVELS
AND SHOULD CONTAIN A MINIMUM OF TWELVE PERCENT
(12%) OF SILTS OR CLAYS CONTAINING NO ORGANIC
PBBRIS OR NO SOLID OBJECT LARGER THAN Tffi2EE (3)
IP:NTCHES IN DIAMETER, AND THE FILL SHALL BE "T
OWED TO STABILIZE NATURALLY FOR A 1-IMAT
p^IXT4 (60) DAYS.
3. SUFFICIENT FILL MUST BE INSTALLED TO ENSURE
MINIMUM OF TWO (2) FEET BETWEEN ANY TRENCH
OTTOM AND MAXIMUM SEASONAL GROUNDWATER,
OWERVIOUS MATERIAL OR BEDROCK. THIS SEPARATION
BUST BE THREE (3) FEET WITHIN ONE THOUSAND (1,000)
ftET OF LAKE GEORGE.
4. ONLY ABSORPTION FIELDS SHALL BE USED AS THE
lAEACHING FACILITY IN FILL SYSTEMS.
S. k CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT
(THE FILL SYSTEM IN•THE UP -SLOPE DIRECTION AND OF
`SUFFICIENT LENGTH TO DIVERT SURFACE AND SHEET WATER
9UNOFF AROUND THE FILL SYSTEM.
6. (THE TOP OF FILL OVER THE LEACHING FACILITY SHALL
BE CROWNED OR SLOPED TO ALLOW NATURAL SURFACE
tRUNOFF AND SHALL BE SEEDED.
I
7.;SIDE SLOPES OF FILL SHALL BE GRADED TO A SLOPE
NOT STEEPER THAN ONE (1) VERTICAL ON THREE (3)
HORIZONTAL.
DIS ION NETWORK PLACEMENT:
1. LACE E COARSE AGGREGATE (GRADED GRAVEL 3/4'-1 1/2")
THTRENCHES. LEVEL AGGREGATE TO MINIMOM DEPTH
OF SIX INCHES.
2. �SSEMBLE THE DISTRIBUTION LATERALS ON THE AGGREGATE
01ED. EACH SOLID PVC SDR 26 LINE FROM DISTRIBUTION
IBOx TO 4' PERFORATED LINES IN TRENCHES SHALL EXIT
D-Box AT SAME SLOPE (1/8'/FT) FOR FIRST 5-10 FEET
FROM BOX.
3. 7 DISTRIBUTION BOX SHALL BE SET LEVEL AND ARRANGED
80 THAT EFFLUENT IS EVENLY DISTRIBUTED TO EACH
DISTRIBUTION LINE. ADEQUATE PROVISIONS SHALL BE TAKEN
TO ASSURE STABILITY AND PROVIDE.ACCESS FOR INSPECTION
F THE DISTRIBUTION BOX.
4. IPLACE ADDITIONAL AGGREGATE TO A DEPTH OF AT LEAST
INCHES OVER THE CROWN OF THE LATERALS.
S. LAYER OF NONWOVENCONSTRUCTION FABRIC
;CE
H AS TERRATEX NO. 4 OR APPROVED EQUAL OVER STONE.
6 IL'OVER SYSTEM WITH MINIMUM SIX INCHES TOPSOIL.
THE FILL SYSTEM SHALL CONTAIN A MINIMUM SIX INCHES.'
TOPSOIL OVER TRENCHES AND ENTIRE FILL SYSTEM.
(TOPSOIL SHALL BE APPROVED BY ENGINEER PRIOR TO
rLTION.7. ASS, AND MULCH ENTIRE AREA OF THE MOUND.
UNTIL SUFFICIENT VEGETATION IS ESTABLISHED.
IMMEDIATELY AFTER GRADING. DISTURBED AREAS WHICH
WILL NOT RECEIVE PAVING OR OTHER PERMANENT COVER
LU SHALL OBE HYDROSE ED (4- MIN. DEPTH) AND SEEDED BY
HANDI-
G.
O SLOPES SHALL BE GRADED AT A MAXIMUM OF 3%1 WITHIN
Z ALL CUT OR FILL AREAS.
V, SEED SHALL BE A COMMERCIALLY AVAILABLE MIXTURE
Z OF PERENNIAL RYE AND UTILITY GRADE FESCUE.
_ PERCENTAGE OF PERENNIAL RYE SHALL NOT EXCEED 50%.
0 WHEN GRADING OF SITE BEGINS, STORMWATER DETENTION
<BASIN SHALL BE CONSTRUCTED FIRST, BEFORE GRADING
Cr OF SWALES. ROADS. LOADING AREA. ETC. TO PROVIDE
(,r SETTLING AREA FOR SEDIMENT. DETENTION BASIN SHALL
BE MAINTAINED THROUGHOUT DURATION OF CONSTRUCTION
AND AFTER FINAL GRADING IS COMPLETED AND SOILS
ARE STABILIZED.
Z
Q SILT FENCE BARRIERS SHALL BE PLACED WITHIN ALL
AREAS OF EXPOSED SLOPES TO CONTROL SOIL EROSION
J DURING AND AFTER CONSTRUCTION.
O BARRIERS SHALL REMAIN IN PLACE UNTIL NEW SEEDING
AS SUFFICIENTLY GROWN TO STABILIZE COMPLETED
Z EXTRA WORK.
O MAINTENANCE PROGRAM:
U ALL EROSION CONTROL MEASURES TO BE INSPECTED
DAILY FOR PROPER FUNCTIONING. ANY DAMAGED OR
NONFUNCTIONING DEVICES SHALL BE REPLACED
Z IMMEDIATELY. NO EROSION AND SEDIMENT CONTROL
O DEVICES SHALL BE REMOVED WITHOUT APPROVAL OF
SITE INSPECTOR. THIS IS FOR EROSION CONTROL
W PURPOSES ONLY.
O I
M -CONTRACTOR TO FOLLOW EROSION CONTROL PROCEDURES
Lj DURING CONSTRUCTION AS OUTLINED IN THE NEW YORK
STATE GUIDELINES FOR URBAN EROSION AND SEDIMENT
CONTROL.
SOIL _TEST INFORMATION:
_ TESTS PITS_ -_CONDUCTED BY CHARLES H. MAINE,
V SOIL SCIENTIST ON AUGUST 4 AND 16, 1995.
TP'" 1
-- Inc es opsoi1`___-
6 -17 Inches, fine sandy loam
17-36 Inches, loamy sand, mottling at 19 inches
+36 Inches, bedrock
TP# 2
0 - 6 Inches, topsoil
5 -19 Inches, fine sandy loam
19-32 Inches, loamy fine sand
j2-49 Inches, loamy sand, becomes firm at 36 inches,
mottling at 40 inches
TPA 3
10 - 7 Inches, topsoil
!7 -18 Inches, fine sandy loam
118-24 Inches, loamy fine sand
24-44 Inches, loamy sand, becomes firm and mottling starts
25 inches
i
I
TP;} 4
10 - 7 Inches, topsoil
17 -19 Inches, fine sandy loam
'19-27 Inches, loamy fine sand
27-47 Inches, loamy sand, becomes firm at 38 inches,
mottling at 40 inches
i
TP:;#,! 5
10 - 7 Inches, topsoil
7 -18 Inches, fine sandy loam
18-31 Inches, loamy fine sand
31-46 Inches, loamy sand, becomes firm and mottling starts
at 36 inches
TP1 6
- 5 Inches, topsoil
[-14 Inches, fine sandy loam
4-26 Inches, loamy fine sand
26-36 Inches, loamy sand, becomes firm and mottling starts
28 inches
+36 Inches, bedrock
TP 7
- 5 Inches, topsoil
-14 Inches, fine sandy loam
4-25 Inches, loamy fine sand
5-44 Inches, loamy sand, becomes firm firm at 32 inches,
mottling at 30 inches
+44 Inches, bedrock, -bedrock depth varies from 20 to
44 inches in test pit
TP ; 8
- 5 Inches, topsoil
-13 Inches, fine sandy loam
3-23 Inches, loamy fine sand
3-25 Inches, loamy sand
+25 Inches, bedrock
T?#5 9
0 - 9 Inches, topsoil
9 -18 Inches, loamy fine sand
18-31 Inches, loamy sand
31-40 Inches, slightly firm loamy sand
40-64 Inches, fine sand, mottling at 59 inches
TP 10
- 7 Inches, topsoil
-18 Inches, fine sandy loam
8-29 Inches, loamy fine sand
9-42 Inches, loamy sand, becomes firm at 30 inches,
mottling at 37 inches
I
CONCRETE: 4000 PSI
REINFORCEMENT: ASTM A815 - GRADE EO
ASTM A185 - GRADE 65
ENTRANED AIR: 5.0% - 9.0%
MEETS ASTM C890
OPTIONAL LIQUID LEVELLER PIPE
INSERTS AVAILABLE UPON REQUEST.
P EBCO L.ATION_
TESTS:
WASTEWATER SYSTEM: BASIS OF DESIGN
MAIN HOUSE
CONDUCTED BY DENNIS- MACELROY
_ -
ON AUGUST 1 8, 995.
HYDRAULIC LOADING - 4 Bedroom System Design
New Standard Fixtures - 130 GPD/Bedroom
130 GPD x 4 = 520 GPD
PER
TEST # I
- 51 tip from
Test Pit # 4
PERCOLATION TESTS - Soil Percolation Tests
Dept
to Bottom
of Hole -
2411
were completed in accordance with "Wastewater
Treatment Standards - Individual Household Systems"
New York State Department of Health
Run
Number
Time - 1"
Drop
10:29
3 Min.
Use Stabilized Rate of 5 Min./Inch
or Application Rate of 1.2 Gal/SF/Day
I
10:32
i2
10 •33 •30
3 Min.
RAISED SYSTEM - In accordance with Town of Queensbury
i
103 6 3 0
Code Fill/Raised System is proposed. The proposed
3
10:38:30
3
system location has been investigated with test pits
Min.
by a qualified soils scientist to determine high
I1
0:4 1:3 0
seasonal groundwater and depth to impervious material/
14
10: 42•30
3 Min.
ledge. The site is 450 feet from Lake George.
10:45:30
DESIGN CRITERIA
5
10:53
3 Min.
SEPTIC TANK SIZE: 1250 gallon for a 4 bedroom house
105 6
as per New York State Department of Health Standards.
j
EFFLUENT PUMP STATION: System will require a Simplex
Effluent Pump Station, Hydromatic OSP 33 w/Fiberglass
PERC
TEST # 2
- 7' from Test
Pit # 5
Effluent Basin or approved equal.
Depth
to Bottom
of Hole -
22"
FORCE MAIN to be 1 1/2" PVC SDR 21 to distribution box
at raised system site. Force main to Eelf drain back
Run
Number
Time - 1"
Drop
to pump pit upon pump shutdown.
10:30
5 Min.
1
RAISED ABSORPTION SYSTEM to require from 1' to 3' of
(
10: 35
fill within sloped site (slopes < 10%). Absorption
2
10:37:30
5 1/2 Min.
System to include 5 - 43.5' Distribution Laterals at
10 •43
6' centers. Trenches to be 2' wide.
3
10:44
5 1/2 Min.
520 GPD = 433 SF
10:49:30
1.2 GPD/SF
10:51:30
5 1/2 Min.
10: 57
433 SF = 216.5 LF
2 LF
PERC;TEST
# 3 -
7' from Test Pit # 10
5 Laterals of 43.5 LF Each
Depth
to Bottom
Of Hole -
2411
Absorption Area 30' x 48'
Run
(+Number
Time - 1"
Drop
11:16:30
2 1/2 Min.
11:19
11:20
2 1/2 Min.
12
1
11:22:30
11 : 2 3 : 3 0
3 Min.
DISTRIBUTION SYSTEM
11 : 2 6 : 3 0
11:27
3 Min.
PIPE VOLUME - PUMP DOSE
11 : 3 0
MAIN HOUSE SYSTEM
5
11:3
3 Min.
11:34
4■ PVC 5 x 43 215 PERFORATED
(5+10+15+20) + 50 SOLID
265' TOTAL
PERC
TEST # 4 -
41 from Test
Pit # 9
265' Q 0.672 G/FT - 178 GALLONS
Depta
to Bottom
of Hole -
2011
PUMP DOSE SHOULD BE AT LEAST
178 (.75) 134
Run
Number
Time - 1"
Drop
FM VOL. + 57
11:21:30
5 Min.
191 GALLONS
11:26:30
191 - 235 GALS/DOSE
11:28
5 Min.
11:33
11:34:30
5 Min.
11:39:30
11:40
5 Min.
11:45
EFFLUENT PUMP DESIGN
MAIN HOUSE
D-BOB INVERT 111.2
PUMP PIT 98.-+
13.2±
FORCE MAIN
2' PVC 350LF+
1.54/1001 0 30 GPM
TOP OF EMBANKMENT II£ = 1.54 x 3.5 - 5.4
Ht 5.4 + 13.2 = 19,
TDH - 19' B 30 GPM
VARIABLE
5'-0' MIN USE GOULD MODEL 3885
RIP -RAP 1/3 HP 1750 RPM
WE03L
CMP STORM PIPE
FILTER FABRIC F AIRED END SECTION
AMOCO PROPEX 2006 PIPE
7/ Is- MIN FILTER FABRIC
13'
OUTLETS - EIGHT
4" KNOCKOUTS
WITH HIGH DENSITY
POLYETHYLENE PIPE
SEALS.
TOP, BOTTOM, AND SIDES
ALL 1 fit" THICK
WEIGHTS. LBS
SLAB TOP
BOTTOM
TOTAL
50
144
194
#2 DISTRIBUTION BOX DETAIL.
J - NC r TO SCALE
l
STONE RIP -RAP
FLARED END SECTION
1
NOT TO SCALE
4"
NI T
5'- 5"
0
3'
CONCRETE: 4000 PSI
REINFORCEMENT: ASTM A615 - GRADE 60
ASTM A195 - GRADE 65
ENTRAINED AIR: 5.0%. 9.0%
MEETS ASTM C890
DESIGN CASE 4
(NON -TRAFFIC)
SEPTIC TANK DETAIL
24" TAPERED HOLE & PLUG
(TYPICAL)
1250 GAL.
5'- 3
750 GAL. 1000 GAL.
4'- 5' \ 5'- O+h
WASTEWATER SYSTEM: BASIS OF DESIGN
TOPSOIL FOR SETTLING
LAKE COTTAGE
III -II I- I I- I -- 11 III u
III=iii�
-111Tn
HYDRAULIC LOADING - 2 Bedroom System Design
New Standard Fixtures - 130 GPD/Bedroom
=
=ll EARTH -
L
130 GPD x 2 = 260 GPD
z
BACKFILL
PERCOLATION TESTS - Soil Percolation Tests
were completed in accordance with "Wastewater
Treatment Standards - Individual Household Systems"
0 2-MIN. OO
New York State Department of Health
Use Stabilized Rate of 5 Min./Inch
N
_[J
O
or Application Rate of 1.2 Gal/SF/Day
3
O
RAISED SYSTEM - In accordance with Town of Queensbury
L
=
O
Code Fill/Raised System is proposed. The proposed
OO
system location has been investigated with test pits
by a qualified soils scientist to determine high
seasonal groundwater and depth to impervious material/
s
24"
C
ledge. The site is 360 feet from Lake George.
aI
_
GROUNDWRTER.BEOROCK
3
zL
OR IMPERVIOUS LAYER
DESIGN CRITERIA
SEPTIC TANK SIZE: 1000 gallon for a 2 bedroom house
as per New York State Department of Health Standards.
CROSS SECTIONAL VIEW
EFFLUENT PUMP STATION: System will require a Simplex
Effluent Pump Station, Hydromatic OSP 33 w/Fiberglass
Effluent Basin or approved equal.
FORCE MAIN to be 1 1/2" PVC SDR 21 to distribution box
at raised system site. Force main to self drain back
to pump pit upon pump shutdown.
12' MAX.
6• MIN.
O O O O
47
RAISED ABSORPTION SYSTEM to require from 1' to 3' of
fill within sloped site (slopes < 10%). Absorption
FLOW --
System to include 3 - 36' Distribution Laterals at
6' centers. Trenches to be 2' wide.
Q� 0L2 00
260 GPD = 216 SF
- SLOPE TRENCH BOTTOM 1/16
1.2 GPD/SF
SPACING OF ABSORPT
216 SF = 108 LF
TRENCH
2 LF
3 Laterals of 36 LF Each
Ab t' Ar 18' 0'
R E UNTR TED BUI
LDING
G
PAPER OR STRAW
4' PVC MIN.
RUSHED STONE OR WASHED GRAVEL -/
/4" TO 1 1/2"
LONG I TUD I INVIEW ,�
_. Cr
- UNTREATED BUILDING PAPER
OR STRAW C.';")'C
21111
�'/^♦ A
rij% O 0a O 02' �y)
Wt`.Xe
!ON TRENCH 6"O.0 . Q �
PROFILE r W
�-O
sorp ion ea x 4 ABSORPTION TRENCH DETAIL
LAKE COTTAGE SYSTEM NOT TO ..SCALE
4" PVC 3 x 36 = 108, PERFORATED PIPE
+ 22 SOLID
130' TOTAL 6. /
130' W 0.672 G/FT = 87 GALLONS /
PUMP DOSE SHOULD BE AT LEAST /
130' (.75) - 65
FM VOL. + 57 /
122 /
122 - 144 GALS/DOSE
v /
LAKE COTTAGE
�y 4- PVC /
D-BOX INVERT 111.4
i
PUMP PIT 97.-+
14.4± I -r•- �i
2" PVC 350 LF±
1.54/100 0 30 GPM
Hf = 5.4 /
Ht = 5.4 + 14.4 = 20' -�
TDH - 201 B 30 GPM
USE GOULD MODEL 3885
1/3 HP 1750 RPM /
WE03L /
/ D- BOX INLET 110.8
D-BOX OUTLET 110.7
LATERAL st 1 110.6
LATERAL st 2 110.1
LATERAL It 3 109.5
S
SECTION VIEW B-B'
_ SCALE: 1' = V V RAISED ABSORBTION SYSTEM
1' = 5' H LAKE COTTAGE
6
12- I
4' PVC
F`N�S _F f
D-BOX INLET 111.2
/ D-BOX OUTLET 111.1
/ LATERAL st 1 111.0
4t 2 110.5
4t 3 110.0
i 4P 4 109.5
�gi1NG GRp.DEi 4t 5 109.0
SECTION VIEW A -A'
PUMP CHAMBER TO BE INSTALLED WITH THREE (3) CONTROL SWITCHES RAISED ABSORBTION SYSTEM SCALE: 1" = 1' V
GOULD A2 -3 OR EQUAL, MOUNTED ON A FLOAT SWITCH MOUNTING
BRACKET GOULD FSBI. SWITCHES TO BE WIRED TO CONTROL MAIN HOUSE 1' = 5' H
PANEL LOCATION .1N BUILDING.
FLOAT C'OYT.iCL LEVELS
WOVEN WIRE FENCE (MIN. 14 112 GAUGE.
MAX. s- MESH SPACING(
UNDER PUMP CHAMBER ACCESS MU(. 1e• INTO GROUND.
SY LIFTOUT CABLE ( SS) UNDER
TO CENTER PUMP MAX. D NT 3e• MIN. FENCE POSTS. DRIVEN
4 BDRM 2 BDRM ♦ COVER. CIOVgR TO BE HEAVY
DUTY 2 - 6 SQUARE FRAME AND
OFF 0.3' 0.3' GATE VALVE (BRASS) SOLID COVER BY FORT MILLER
CO. OR EQUAL.
•
0ONl . 3' 1.01 UNION GALV. ) _ _ _ .
LL O
ALA= 1.61 1.3' : ...: .::: LLx
LIFTOUT COUPLING ('� . _ 9
ELEVATIONS GIVEN ARE ( BRASS) A 1�-1 -:: _ _ z u
UP FROM BASIS•)P T?.NK GOULD PUMP DISCONNECT 2" PVC FORCE V e MIN.
RAIL SYSTEM W/ 2" MAIN
G2ID STEEL --I.
750 GAL SEPTIC TANK GUIDE
RAILS
i
110
109
v
108
1121
1091
1081
107 1
STlM/RNLM BY PORT MILLER PERSPECTIVE VIEW CONSTRUCTION NOTES FOR FABRICATED SILT FENCE
HIGH DENSITY POLYETHYLENE OR EDUAL CONTRACTOR TO DRILL A
PIPE SEALS PROVIDED AT ALL PIPE 114 " WEEP HOLE IN
CHECK VALVE FORCE MAIN TO ALLOW
CONNECTIONS SHOWN. � 36• MIN. FENCE Pesr
TANK
SIZE WEIGHTS, LEIS
GALLONS TOP SLAB BOTTOM* TOTAL
750 1733 6458 8191
1000 2173 7436 9609
1250 2643 1 8443 11,086
INCLUDES BAFFLE
DELIVERY PIPE TO DRAIN I-• SIMPLEX PUMP 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS
Z_ rr SYSTEM WITH WIRE TIES OR STAPLES.
0+` GOULD MODEL 3885 4 0' WOVEN WIRE FENCE (14 112 GA. MIN..MAX. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE
+ Z EFFLUENT PUMP s• MESH SPACING) WITH FILTER CLOTH OVER FENCE WITH TIES SPACES EVERY 24' AT TOP AND MID SECTION.
OR EQUA4
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER
y THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.
20• MIN. 4. MAINTENANCE SHALL BE PERFFORMED AS NEEDED AND MATERIAL
--- - I REMOVED WHEN BULGES- DEVELOP W THE SILT FENCE.
S. SILT FENCE SHALL BE "STALLED PRIOR TO COMMENCING WORK.
6' CLEAN SAND
OR PEA GRAVEL
gales ON DETAIL
NOT TO SCALE
FLOW
�L
EMBED FILTER CLOTH
MIN. e• INTO GROUND
Ir MIN.
I
UNDISTURBED
GRADE
SECTION
- S ILT FENCE DETAIL
NOT TO SCALE
POSTS: STEEL RIT2E HARDWOOD .0
FENCE: WOVEN WIRE. 14 112 GA.
e• MAX. MESH OPENING
FILTER CLOTH: FILTER X.
MIRAFI 100X. STABILINKA
T140H OR APPROVED EQUAL.
PREFABRICATED UNIT: GEOFAB.
ENVIROFENCE. OR APPROVED
EQUAL.
M
w
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sorp ion ea x 4 ABSORPTION TRENCH DETAIL
LAKE COTTAGE SYSTEM NOT TO ..SCALE
4" PVC 3 x 36 = 108, PERFORATED PIPE
+ 22 SOLID
130' TOTAL 6. /
130' W 0.672 G/FT = 87 GALLONS /
PUMP DOSE SHOULD BE AT LEAST /
130' (.75) - 65
FM VOL. + 57 /
122 /
122 - 144 GALS/DOSE
v /
LAKE COTTAGE
�y 4- PVC /
D-BOX INVERT 111.4
i
PUMP PIT 97.-+
14.4± I -r•- �i
2" PVC 350 LF±
1.54/100 0 30 GPM
Hf = 5.4 /
Ht = 5.4 + 14.4 = 20' -�
TDH - 201 B 30 GPM
USE GOULD MODEL 3885
1/3 HP 1750 RPM /
WE03L /
/ D- BOX INLET 110.8
D-BOX OUTLET 110.7
LATERAL st 1 110.6
LATERAL st 2 110.1
LATERAL It 3 109.5
S
SECTION VIEW B-B'
_ SCALE: 1' = V V RAISED ABSORBTION SYSTEM
1' = 5' H LAKE COTTAGE
6
12- I
4' PVC
F`N�S _F f
D-BOX INLET 111.2
/ D-BOX OUTLET 111.1
/ LATERAL st 1 111.0
4t 2 110.5
4t 3 110.0
i 4P 4 109.5
�gi1NG GRp.DEi 4t 5 109.0
SECTION VIEW A -A'
PUMP CHAMBER TO BE INSTALLED WITH THREE (3) CONTROL SWITCHES RAISED ABSORBTION SYSTEM SCALE: 1" = 1' V
GOULD A2 -3 OR EQUAL, MOUNTED ON A FLOAT SWITCH MOUNTING
BRACKET GOULD FSBI. SWITCHES TO BE WIRED TO CONTROL MAIN HOUSE 1' = 5' H
PANEL LOCATION .1N BUILDING.
FLOAT C'OYT.iCL LEVELS
WOVEN WIRE FENCE (MIN. 14 112 GAUGE.
MAX. s- MESH SPACING(
UNDER PUMP CHAMBER ACCESS MU(. 1e• INTO GROUND.
SY LIFTOUT CABLE ( SS) UNDER
TO CENTER PUMP MAX. D NT 3e• MIN. FENCE POSTS. DRIVEN
4 BDRM 2 BDRM ♦ COVER. CIOVgR TO BE HEAVY
DUTY 2 - 6 SQUARE FRAME AND
OFF 0.3' 0.3' GATE VALVE (BRASS) SOLID COVER BY FORT MILLER
CO. OR EQUAL.
•
0ONl . 3' 1.01 UNION GALV. ) _ _ _ .
LL O
ALA= 1.61 1.3' : ...: .::: LLx
LIFTOUT COUPLING ('� . _ 9
ELEVATIONS GIVEN ARE ( BRASS) A 1�-1 -:: _ _ z u
UP FROM BASIS•)P T?.NK GOULD PUMP DISCONNECT 2" PVC FORCE V e MIN.
RAIL SYSTEM W/ 2" MAIN
G2ID STEEL --I.
750 GAL SEPTIC TANK GUIDE
RAILS
i
110
109
v
108
1121
1091
1081
107 1
STlM/RNLM BY PORT MILLER PERSPECTIVE VIEW CONSTRUCTION NOTES FOR FABRICATED SILT FENCE
HIGH DENSITY POLYETHYLENE OR EDUAL CONTRACTOR TO DRILL A
PIPE SEALS PROVIDED AT ALL PIPE 114 " WEEP HOLE IN
CHECK VALVE FORCE MAIN TO ALLOW
CONNECTIONS SHOWN. � 36• MIN. FENCE Pesr
TANK
SIZE WEIGHTS, LEIS
GALLONS TOP SLAB BOTTOM* TOTAL
750 1733 6458 8191
1000 2173 7436 9609
1250 2643 1 8443 11,086
INCLUDES BAFFLE
DELIVERY PIPE TO DRAIN I-• SIMPLEX PUMP 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS
Z_ rr SYSTEM WITH WIRE TIES OR STAPLES.
0+` GOULD MODEL 3885 4 0' WOVEN WIRE FENCE (14 112 GA. MIN..MAX. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE
+ Z EFFLUENT PUMP s• MESH SPACING) WITH FILTER CLOTH OVER FENCE WITH TIES SPACES EVERY 24' AT TOP AND MID SECTION.
OR EQUA4
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER
y THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.
20• MIN. 4. MAINTENANCE SHALL BE PERFFORMED AS NEEDED AND MATERIAL
--- - I REMOVED WHEN BULGES- DEVELOP W THE SILT FENCE.
S. SILT FENCE SHALL BE "STALLED PRIOR TO COMMENCING WORK.
6' CLEAN SAND
OR PEA GRAVEL
gales ON DETAIL
NOT TO SCALE
FLOW
�L
EMBED FILTER CLOTH
MIN. e• INTO GROUND
Ir MIN.
I
UNDISTURBED
GRADE
SECTION
- S ILT FENCE DETAIL
NOT TO SCALE
POSTS: STEEL RIT2E HARDWOOD .0
FENCE: WOVEN WIRE. 14 112 GA.
e• MAX. MESH OPENING
FILTER CLOTH: FILTER X.
MIRAFI 100X. STABILINKA
T140H OR APPROVED EQUAL.
PREFABRICATED UNIT: GEOFAB.
ENVIROFENCE. OR APPROVED
EQUAL.
M
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INCLUDES BAFFLE
DELIVERY PIPE TO DRAIN I-• SIMPLEX PUMP 1. WOVEN WIRE FENCE TO BE FASTENED SECURELY TO FENCE POSTS
Z_ rr SYSTEM WITH WIRE TIES OR STAPLES.
0+` GOULD MODEL 3885 4 0' WOVEN WIRE FENCE (14 112 GA. MIN..MAX. 2. FILTER CLOTH TO BE FASTENED SECURELY TO WOVEN WIRE
+ Z EFFLUENT PUMP s• MESH SPACING) WITH FILTER CLOTH OVER FENCE WITH TIES SPACES EVERY 24' AT TOP AND MID SECTION.
OR EQUA4
3. WHEN TWO SECTIONS OF FILTER CLOTH ADJOIN EACH OTHER
y THEY SHALL BE OVERLAPPED BY SIX INCHES AND FOLDED.
20• MIN. 4. MAINTENANCE SHALL BE PERFFORMED AS NEEDED AND MATERIAL
--- - I REMOVED WHEN BULGES- DEVELOP W THE SILT FENCE.
S. SILT FENCE SHALL BE "STALLED PRIOR TO COMMENCING WORK.
6' CLEAN SAND
OR PEA GRAVEL
gales ON DETAIL
NOT TO SCALE
FLOW
�L
EMBED FILTER CLOTH
MIN. e• INTO GROUND
Ir MIN.
I
UNDISTURBED
GRADE
SECTION
- S ILT FENCE DETAIL
NOT TO SCALE
POSTS: STEEL RIT2E HARDWOOD .0
FENCE: WOVEN WIRE. 14 112 GA.
e• MAX. MESH OPENING
FILTER CLOTH: FILTER X.
MIRAFI 100X. STABILINKA
T140H OR APPROVED EQUAL.
PREFABRICATED UNIT: GEOFAB.
ENVIROFENCE. OR APPROVED
EQUAL.
M
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