proposed septic SUGGESTED: POLYETHYLENE
EXTENSION TO GRADE WITH
TAMPER RESISTANT ACCESS
COVER (NON-TRAFFIC AREAS) TEE BAFFLE
150.00 12" MIN. COVER
S84.2 0'E 114" PER FOOT 12" MIN. COVER
MIN. SLOPE �� •' A e 1/8" PER FOOT
MIN. SLOPE DISTRIBUTION BOX
3» ,
4" HOUSE SEWER
PVC SDR-35 OR SCH-40 ' J% LIQUID LEVEL 4" EFFLUENT SEWER
PVC SDR-35 OR SCH-40 BAFFLE
WATERTIGHT SLEEVE 16" 18" •_ 21MIN.
11 30— & SEAL (TYP.) MIN. USE SPEED LEVELERS TO ASSURE
setback — ALL OUTLETS ARE AT EXACTLY
I THE SAME ELEVATION
2" MIN. DROP
4" PVC SDR-35 SOLID HEADER TO BETWEEN INVERTS
I ABSORPTION FIELD, 1/8" PER
I LIQUID DEPTH FOOT MIN SLOPE
30" MIN.
so" MAX SEPTIC TANK NOTES
I p ALL UNITS SHALL COMPLY WITH THE REQUIREMENTS OF THE NEW YORK STATE DEPARTMENT
OF HEALTH AND SHALL BE OF PRECAST CONCRETE AS MANUFACTURED BY UTOPIA
•
IIMINIMUM
, ENTERPRISES OR EQUIVALENT
MAXIMUM 4X WDTH ALL STRUCTURES SHALL BE PLACED ON FIRM, COMPACT SAND OR GRAVEL .BASE. WHERE
I0 EXISTING SOIL CONDITIONS ARE UNSUITABLE, CRUSHED STONE SHALL BE PLACED AS
NECESSARY TO ACHIEVE A STABLE BASE.
LOT 2 I
.. -• - : . - - `'• •'+ '• • . : •�•;• a :� - + -. • SEPTIC TANKS INSTALLED 1N TRAFFIC AREAS SHALL BE OF EXTRA HEAVY CONSTRUCTION
NEW 1,000 GAL. PRECAST CONCRETE SEPTIC TANK DESIGNED FOR H-20 WHEEL LOADING
I AREA — ~ ALL JOINTS MUST BE SEALED WITH BUTYL SEALANT. JOINTS BELOW THE LIQUID LEVEL MUST
' I BE TESTED BEFORE BACKFILLING.
LOT I , 0. 77± ACRES I SEPTIC TANK DETAIL
CID
40 ' SCALE: NIS
co
N ! I _3 LOT 3
Z I n 00 4" -MIN TOPSOIL OVER THE
I o ENTIRE ABSORPTION FIELD;
O d= SEED & ESTABLISH TURF
I 0 N 4" MIN TOPSOIL OVER THE ENTIRE ABSORPTION OVERFILL TO ALLOW
I tO N FIELD; SEED AND ESTABLISH TURF BACKFILL FREE OF FOR SETTLEMENT
I FILTER FABRIC MIRAFI 14ON OR EQUIVALENT STONES OVER 3"
' 12" MAX ,
I � ,
FILTER FABRIC
1 JC I D 6" MIN. MIRAFI 14ON 2' TRENCH WIDTH 6-12"
I V 2" MIN. Ooo ��p� po OR EQUAL
rO3
1000 GAL.
I SEPTIC TANK O Q) 2" MIN.
ABSORPTION Oco
Q
TRENCHES PROPOSED 6" 00 4" PERFORATED PVC LATERAL, p "
OO 12 MIN.
3 ® 50' EA. I GARAGE HOUSE �I OL� SLOPE 1/16" - 1/32" PER FT END CAP 6" pQOQo �D ��
3 4" ro 1 1/2" ABSORPTION TRENCH PROFILE " _ 4" PERFORATED PVC LATERAL,
CRUSHED STONE I 3/4 TO CRUSHED STONE SLOPE 1/16" - 1/32" PER FT.
SCALE. NTS ,
. — 37.8'
_ o — ABSORPTION TRENCH SECTION
�- cr
O SCALE: NIS
DISTRIBUTION eox a 0 3 30' setback
N
50.0- SYSTEM INSTALLATION NOTES
150.00' CONSTRUCTION SHALL BE AS SHOWN ON THIS DRAWING AND IN ACCORDANCE WITH THE MY.S DEPARTMENT OF HEALTH -- --
UAL
HOU
-•�-
3 WATER LINE SE71C TAW LEACH FIELDS.IEMS AND AS1M F481 INSTALLATION OF THERMOPLASTIC PIPE AND CORRUGATED TUBING IN 202-
0
N84'25'09"W AFTER EXCAVATION OF TRENCHES To THE DEPTH REQUIRED, THE WALLS AND FLOOR OF EACH TRENCH SHALL BE F L^� f I c= d _
CLEANED AND RAKED IN ORDER TO LOOSEN SMEARED SECTIONS OF TRENCH. i � L� ,a i " ;
SYSTEM MATERIAL SPECIFICATIONS ---� '
hydrant PLACEMENT OF AGGREGATE SHALL BE AS SHOWN, AND CARE SHALL BE EXERCISED TO AVOID INCLUSION OF FINE S
GRAINED SOILS AND WAS I
7E MATERIAL IN THE ABSORPTION TRENCHES ABSORPTION FIELDACGREGATE � � ,�+,)L
STONE IS TO BE 3/4" To 1-1/2" WASHED CRUSHED STONE
THE PIPING SHALL BE LAID AT THE GRADES INDICATED, MAINTAINING STRAIGHT CONTINUOUS GRADES WITHOUT SAGS, tim
0 EFFLUENT FILTERC3 tirtfid C' ,
HUMPS, SEPARATED JOINTS, OR OTHER UNSUITABLE COND/nONS ,4 =`{
pasphalt r _UND pND road(� EFFLUENT FILTER r0 HAVE 1/16-INCH FILTRATION, POLYLOK PL 122 OR EQUIVALENT. � _ ` •__ ,�_
�^ " DAD ALL DISPOSAL FIELDS SHALL BE GRADED TO SHED RAINFALL AND DIVERT SURFACE RUNOFF AWAY FROM THE DISPOSAL FIELD. EFFLUENT SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCH-40 PVC INSTALL WITH 1/8" PER FOOT MINIMUM SLOPE.
DO NOT USE HEAVY EQUIPMENT WITHIN THE ABSORPTION AREA AFTER TRENCHES HAVE BEEN INSTALLED. FILTER FABRIC
THIS SYSTEM IS DESIGNED FOR WATER CONSERVING FIXTURES AND IS NOT DESIGNED TO ACCOMMODATE EXTREME WATER FILTER FABRIC TO BE 4.8 OZ/SY NON-WOVEN SEPARATION FABRIC, TENCATE MIRAFI 140N OR EQUIVALENT.
USE OR EXTREME ORGANIC LOADING DEVICES SUCH AS JACUZZI TYPE SPAS OR GARBAGE GRINDERS HOUSE SEWER PIPE
PIPING TO BE 4" SDR-35 OR SCHEDULE 40 PVC. INSTALL WITH 1/4" PER FOOT MINIMUM SLOPE. '
WASTEWATER SYSTEM SETBACK WASTEWATER SYSTEM PLAN ROOF, FOOTING, GARAGE, CELLAR AND SURFACE WATER DRAINAGE MUST BE EXCLUDED FROM THE WASTEWATER SYSTEM. SHALLOW TRENCH FILL MATERIAL
REQUIREMENTS SCALE: 1"=20' MATERIAL To HAVE SIMILAR PERCOLATION RATE TO EXISTING IN-SITU SOILS NO PARTICLES GREATER THAN 3"
SEE "SHALLOW TRENCH FILL MATERIAL NOTES"
PROPERTY LINE HOUSE WATER LINE GRAPHIC SCALE TOPSOIL
SEPTIC TANK 10' 10' 10'
10 0 5 10 20 40 PLACE 4" MINIMUM TOPSOIL OVER ENTIREF.BACKFILL AREA. SEED, MULCH, AND ESTABLISH TURF
ABSORPTION FIELD to' 120' to' ( M FELT )
NATIVE sass TAX MAP # 296.5-1-9 '
4" MIN. TOPSOIL
CONTRACTOR TO FIELD VERIFY LOCATIONS AND DISTANCES 6' TYP. TRENCH SPACING
THIS IS NOT A FIELD SURVEY. Dig IlSafely■
WASTEWATER SYSTEM DESIGN -•• -: _ ew/.York
%cr' ,\x ;- Time
Cal! Y�D�1
`„
3-BEDROOM RESIDENCE "S`' _.. M-' , �;• ■/WaR The
.. _.._.....: .......�. :.._. \... }�. / ... �..•.._.... .. ._- J\aFy ..J:_{. i I __ •..�i•• , {,.•wt Utility Response
;•v ®YW■,gym
DESIGN FLOW - 110 GPD EDROOM _: _. x _- ■Respsat The Marks
::
_ .... W - —
SITE SOILS DATA __ ___ r _ ■Dig with Care
SYSTEM DESIGN FLOW 330 GPD _.._._ i I y 'x
SEPTIC TANK - PROPOSED 1000 G ON TEST PIT i r \ 0 ISSUED FOR PERMIT 7/09/2020
ALL
wwwAligmeliftnewyorkAom
... -- — _
PRECAST CONCRETE TP- - - -
1 71912020 BY TOM CENTER, P.E. _...; : ; ; ,_:: _:_„ , __ _.:; _. _.[ ;T :..:__ " No. Revisions Dote
_..
LEACH FIELD - PIPE-IN-STONE ABSORPTION TRENCHES » - - _- _-. _
0-8 - TOPSaL; ORGANIC -- -- - - -. _ _ I - -- ;' ......
-�- 4
---�2
:24 MIN. FROM SHGW _ OF NF
PEE
IN SHALLOW CONFIGURATION 8-34" - LOAMY MEDIUM FINE SAND
.� MA H WASTEWATER SYSTEM PLAN & DETAILS
DESIGN PERCOLATION RAZE = 1-5 MIN/1N »
34-144 - MEDIUM FINE SAND PROPOSED 24" WIDE ABSORPTION TRENCH; (3) REQUIRED AT 50' LONG EACH
APPLICATI (SEE ABSORPTION TRENCH SECTION AND PRO7LE FOR DETAILS)
ON RATE - 1.2 GPD/SF --}- Prepared for:
_._...
ABSORPTION TRENCH AREA REQUIRED - 275 SF MOTTLING 0 720, GROUNDWATER 0 76" MOTTLING OR GROUNDWATER Cn Foothills Builders, LLC
2 WIDE ABSORPTION TRENCH REQUIRED = 138 L.F. PROVIDE 24" VERTICAL SEPARATION ABSORPTION FIELD SEi;TION _ 77 Round Pond Road
7D �
INSTALL 3 TRENCHES AT 50 L.F. = 150 LF BOUNDARY CONDITION MAP REFERENCE: ,� s Town of Queensbury, Warren County, NY '
SCALE: o
N1S 87
POTABLE WATER SUPPLY IS MUNICIPAL WATER PERCOLATION TEST BASE MAP INFORMATION FROM A MAP 7771ED "MAP 90R Drawn: TRC Checked:G774 Scale: NOTED Date: 07 08/2020
- MAINTAIN 10' MIN. SEPARATION BETWEEN OF A PLOT PLAN MADE FOR FOOTHILLS BUILDERS,
PT 1 - 71912020 BY TOM CENTER, P.E. LLC" BY RUSSELL E. HOWARD LICENSED LAND 169 Hovilond Road
WATER LINE do ABSORPTION SYSTEM » IN A 30» DEEP HOLE SURVEYING WITH THE LATEST REVISION DATE OF ALTERATION OF THIS DOCUMENT
612 Queensbury, NY 12804
LEST AT 24 291653-02
PERC RAZE = 1 MIN 02 SEC PER INCH 212 0 2 0. EXCEPT BY A LICENSED
PROFESSIONAL ENGINEER IS A Hutchins Engineering PLLC (518) 7 Phone
g 9 (518) 745 745-0300308 Fax