Application & DeedL &, t-1 � --.,
U-0 A I P/, I -,,
7(-
A-8 09 k
I-IS
' • �oL�
/ FOUND
E0
C*-' IA -4, P ALU L P,,. "S
7'f
LAN
r.
iv
EXISTING PARKING AREA AND RETAINING
WALL TO BE RaovM. AREA TO BE
REGRADED TO.MATCH SURROUNDING AREA
EXISTING DRIVEWAY
24** EVERGREEN TREE--\
100' SETBACK
TO GUN LAKE FElNC
EXtSTING
EN LEACHING SYSTEM
EXtSTING
WALL ING
. Z.
BUSTING
3 BEDROOM
RESIDENCE
. p
GRAPHIC SCALE
'
2D 0 10 20 48a 1 0
loo, SETBACK ExisnNr. IM
TO GLEN RETAIt" WALL
L
LAKE
GANDER
PUMP STATION
STAIRS TO BE REMOVED
EX NG
DRAIN
3 B
AM. 4! HDPL
B. FORCE
!!STALLED
2V-
c)
24*-0' BE
EXISTING RETAINIING WALL TO AT
AREA TO BE REGRADED 70 M,
C
To
SLOPES AND GRADM- TREES TO BE ME A7
DIRECTION OF OWNER TO FACILITATE GfADING
FORCE MAIN TO BE ROUTED UP
X1 . cowmucmk DEBRIS (LE.: W0004 METAL:. WALL Or RESIDENCE NO ALOW
CONCRETE.;ETC.). ORGANIC MATERIAL (L'F-*: TO—P%W- WOMEN WALKWAY TO END OF W
A VCTANO WHERE IT WILL THEN BE "BURIED VEGETATIVE .COVER. !�j;.=
10L GREATER .=N ARE TO BE
ROCKS ATER 71
REMOVEIN N'AREA OF NEW. tim SYSTEM
4- PVC D&RIBUTWI59-
0.5x lt.-BLUFF (Tv.)
/ ' ' 3 DISTRIBUTION BOX
DI
LEGEND;
41�' PVC EFFLUENT Pm.
SLOPE (wL)
BY OTHEM-
PROVIDE NEW POST 2 RNL FENCE OR
AN APPROVED EQUIVALENT TO PROTECT
NEW SEPTIC TANK APO LEACHING SYSTEM
THIS. DESOk FROM VEHICLE TRAFFIC GRAPHIC SCALE
ELJ—EN
LEACH LAM
PAR
HrAy,t DUTY 1250 GAL /c"oml
3,T
PRE -CAST SEPTIC
PARKING FOR
141 VEH4CI-M
WASTEWATER SYSTEM I PLAN 10 0 s 10 20 40
0
YE SETBACK. IEI GWAW.AL SA"
G-3) CONTRACIM
CONSTRUCTED (W DESIGN CHANGES PERmffTED WITHOM PRIOR APPRO
0_4) CONSW=TCN OF NEW p"A TANKS AND LEACHING SYSTEM %
,OR, STATE DEK OF HEALTK LOCAL tK*aeftL WASTEGATM 5�
DOCtA1ENTS. CONFLICTS SHALL K aftDLKkffT0 ENGINEERS ATTENTION
SUBSURFACE INVESTIGATION (124104):
TEST Pfr III
0 - C a" mp— / mff
- W aRowm SAND LOW
4e - 7r Smao W1 GRAVEL & COB&XS
7e WnX)U OF HOLE
No EVOIDICE OF BEDR= OR GROLUMATElt W
0 - 6 BLACK TOP. / DUFF
V - *2* BROWN SAND LOAM
4;r - 72- SAND W/ GRAVEL A COBBLES
7r BOTTOM OF HOLE
NO EVIDENCE Of BEDROCK OR GROUNDWATER M
PERCOLATION TEST #I
TEST DEPTH: 3W
SILL: BROWN SAW LOAM
summ PERCOLATION RATE OF ,1 MINUTE 12 SECONDS
DESIGN INFORMATION*
DESIGN SkSIS
NEW YORK STATE DEPARTMENT OF HEALTH
TOWN OF OUEENSBURY
POTABLE WATER. SUPPLY
NO OBSERVED DUSTING POTABLE WATER SUPPLY WELLS LOC
150 Fr. OF PROPOSED WSTENATER DISPOSAL SYSTEML
DES04, FLOW
:3 BEDROOMS x III) GPD/BEDRDO.s - 330 GPD
LOW FLOW WATER FIXTURES 70 BE INSTALLED.-THROUGHW
SEPTIC TANK
A MINIMUM IDDO Gm- SEPTIC TANK FOR A 3 BEDROOM W
DUE TO GRINDER pLUP USE. PROVIDE A 1250 GAL _DUAL C
SEPTIC TAIL.
SEPTIC .TANK Effi" FILTER
ppov" (1) MODEL A1801-4=, 7&BW REWZMAL F10
LEACHING SYSTEM (ELJEN FIELD)
1.2 GPD/SQ- FT. T 275 SO. Fr. REQD
275 So. Fr.- + ro� ECUIMALEINIT WIDTH
PROVIDE (2) EIJU %N-DRAIN' LEACHING LATERMSV V011:4
E1.IE1N IATERALS To BE (5) umTS LONG EACH.-
EFFUANT DOSING DISTRIBUTION
LEACHING SYSTEM To BE GRAVITY DOSED ANJ D67ROUM
THE SEPTIC TANK. SEWAGE TO BE PUMPED FROM THE RE!
A SEWAGE EJECTOR PUMP STATION.
APR 1 9 2005
4107/04 jSUBMITTED FOR PERmrrToccNw