Septic Plan i
Y
/ i
T T T/r l WOODS TO REMAIN / T
o 1 I/ 1 11 �- T7 TT r / T WASTEWATER DISPOSAL
-r J� I 1 / l T / / / �. SYSTEM COMPONENT NOTES
gOj W TER LINE I � 1 1 � 1 i 11 ' ' 1 I 1 // � / _INSTALLATION
� \ L NE I II 'I � 1 I 1 % / � � ELATION OF ALL SANITARY
LAGS I Q / 1 I 1 / 11 1 I RESPECT WITH THE STAND DISPOSAL SYSTEM COMPONENTS SHALL BE CONSISTENT IN EVERY
�i i i II 1 11 l T / /
ENVIRONMENTAL CONSERVATION. ALL WORKMANSHIP AND MATERIALS SHALL DEPARTMENT OF
%- -A II I I / 1 1 / 1 / 1 1 1 STATE DEPARTMENT OF H ALL CONFORM
TO NEW YORK
I 1 1 1 1 1 1 1 HEALTH DESIGN STANDARDS FOR WASTEWATER TREATMENT WORKS.
II I I I I I II j 1 l l _ �l l
l I / 1 1 1 1 / / / / / / / / / T f WASTEWATER DISPOSAL SYSTEM PIPING
AT / '� �' -AII _I I I I I II V_ I � � � / / / / ° � f � � � ,/ A. BUILDING TO SEPTIC .TANK: 4" SO
AS ALLOWED BUILDING LID PIPE, TIGHT JOINTS, MINIMUM SLOPE -1 4" F
G DEPARTMENT) / / T. (PVC, SCH 40 OR CAST IRON
/ / / / / I ♦ // / / / B. SEPTIC TANK TO DISTRIBUTION BOX : 4" SOLID PIPE, TIGHT JOINT(PVC, SDR 35), TI S, MINIMUM SLOPE - 1/8'/FT.
/ C. DISTRIBUTION BOX TO TILE FIELD LATERALS: 4" SOLID PIPE, TIGHT(PVC, 2000 LB CRUSH). JOINTS, MINIMUM SLOPE 1 "
d
' � / � � D. TILE FEED LATERALS: 4" PERFORATED /8 /FT.
PIPE, SLOPED 1/16" - 1/32" PER FOOT (PVC, HDPE
L GS �.Tr ,. •� ,�� ♦ � � CAP ALL ENDS. COILED OR F
PERMANENT BUFFER ON NORTH ACCESS GATE I 1L
N I FLEXIBLE PERFORATED UNDERDRAIN PIPE WILL NOT BE ACCEPTABLE.
jEMERGENCY 'E. FINISHED FLOOR OF PROPOSED ED BUILDING IS TO BE ESTABLISHED AT AN ELEVATION WHICH WILL P
SIDE OF U77LITY EASEMENT . 447 6 I FOR GRAVITY CONNECTION. PROVIDE
F. INVERTS OF SYSTEM TO BE DETERMINED IN FIELD AFTER SETTING BUILDING FINISH FLOOR E
�50 5 .• "` '`" / MAINTAIN MIN. PIPE SLOPE AS REQUIRED. LEVATION
SEPTIC TANK
I. SEPTIC TANKS TO BE SEAMLESS 1,500 GAL. SET LEVEL ON 6"
OF CRUSHED STONE. SE
PTIC
TANK TO BELOW FLO HAVE
PVC T AT INLET AND OUTLET. INLET 16" BELOW FLOW LINE 8"
A
MPARTMENT WITH W LINE, 5 ABOVE BELOW LINE, 1 AIR SPACE ABOVE 'T's. SEPTIC TANK SHALL LINE,
\\ / I `� c ♦ DOR UAL COR APPROVED EQUAL.S BAFFLE MANUFACTURED BY GUARDIAN CONCRETE, INC./GRIMM, BE
DISTRIBUTION BOX
' \ 1. DISTRIBUTION
I UTIOVABOE CO X To BE A NEW YORK STATE DEPARTMENT OF HEALTH APPROVED PR EFORT CONCRETE
COVER FOR CLEANING ACCESS. BOX TO HAVE SUFFICIENT OUTLETS FOR LATERALS,
AND TO BE CONSTRUCTED WITH AN INTERIOR BAFFLE. DISTRIBUTION BOX SHALL BE MANUFACTURED
♦ / / _ — M I Zj— / BY GUARDIAN CONCRETE, INC./GRIMM, OR OTHER APPROVED EQUAL. PROVIDE SPEED LEVELERS.
f " i ABSORPTION FIELD
I.
DIVERT ALL AREAS TO ELIMINATE LOW AREAS AND PROVIDE POSITIVE DRAINAGE AWA
Y FROM THE SYSTEM.
DRAINAGE FROM DRIVEWAYS, ROOF AND FOOTINGS DRAINS AWAY FROM THE ABSORPTION FIELD.I� 2. SURFACE OF THE TILE FIELD TO BEG
/ \ STO GRADED IN A MANNER SO AS TO SHED SURFACE RUNOFF. SURFACE
\ o � y / / / , I / I , \ 'w I / G WAOF THE TILE FIELD AREA SHALL BE GRASSED.
AEA STEWATER DISPOSAL SYSTEM NOTES :
\ l
♦ .� l ... I \ ` \ / f' 1- THERE
APPROVAL
BE NO CHANGE ON THESE PLANS IN ADVANCE OR DURING CONSTRU
CTION WITHOUT PRIOR
5 .� �,� / L OF THE DESIGN ENGINEER.
< 2 N OHEA D VY EQQUIPMENT, VEHICULAR PARKING OR TRAFFIC SHALL BE ALLOWED WITHIN THE ARE
SYS
A OF THE
B L N / / 3. RIFY NO WATERCOURSES, SWAMPS, ROCK OUTCROPS OR FILLED AREAS I SEPARATIONS. EXIST WITHIN THE REQUIRED
I f �' ® 4. DO NOT THROW CHEMICAL CLEAN/ ERS DOWN SINKS OR TOILETS, DWELLING TO HAVE WATER
SAVING FIXTURES, INCLUDING BUT NOT LIMITED TO
/ .. LESS THAN 2 GPM SHOWER
HEADS
LOW/ I / r 1 SINK FLOOR ESTR USE TOILE S LESS AL.)
A . T 5 0 ° THAN 2 GPM)
S T P I TS P E R FO R M E D 11 9 2 O 1 OBSERVE WATER CONSERVATION PRACTICES.
5 DRAINS TO DO NOT CHARGE ROOF DRAINS INTO THE GROUND NEAR THE SYSTEM OR ALLOW
, (WITNESSED BY CHAZEN COMPANIES
DISCHARGE FROM ROOF
i . 1 GO OVER THE SYSTEM. ROOF DRAINS SHALL NOT BE CONNECTED TO THE SEWAGE SYSTEM.
/ / \ TP 1 J 6. MAINTENANCE SCHEDULE : THE SEPTIC TANK SHALL BE PUMPED ONE TIME EVERY TWO YEARS MI
/ o- TP#6 SIGNIFICANT BUILDUP OF SOLIDS IS NOTED IN THE SEPTIC TANK, PUMPING N• IF
2 TOPSOIL FREQUENT, AND THE ENGINEER SHOULD BE NOTIFIED,
SHALL BE DONE MORE
I / „ 0„12 TOPSOIL 7. TURF SURFACE MUST BE MAINTAINED
\\/ 12 -6.5 BROWN SAND 12 -6.5 BROWN SAND AT THE SYSTEM ABSORPTION FIELD.
\ A I I II f I N0 WATER ELD.
nc � �, I / i NO WATER CONSTRUCTION INSPECTION
`G / ®TP \ (\ I I I 1 II /� /I / �/ / / / / / _ / 0- 2" TOPSOIL TP#7" 1 TOWN BUILDON ING NGINSPECTION
DEPARTMENTSCHALL BE PERFORMED BY A LICENSED PROFESSIONAL ENGINEER AND
I \ \ (L 1 I- -� / �` 0 12 TOPSOIL FOR THE FOLLOWING. AND/OR THE
I \ ` 1 % / �, / / ! 12"-6.5' BROWN SAND PRIOR TO BACKFILLING OF ALL SYSTEM COMPONENTS.
\ \ \ 0�, I TP3 I 1 / j / 12 -24 BROWN SAND & ROCKS - AFTER FINAL GRADING
NO WATER24"-6.5 BROWN SAND PERC 1 IN 2 MINUTES NO WATER 2• CONTRACTOR TO PROVIDE AS-BUILT SKETCH TO THE ENGINEER.
�/ TP#3 12 3 COMPLICATI O N BY A PROFESSIONAL ENGINEER SHALL BE PROVIDED TO THE BUILDING THE SYSTEM, AND PRIOR TO THE ISSUANCE OF THE CERTIFICATE OF OCCUPANCY. UPON
\ \� y� � / 0 " TOPSOIL TP#8„
12 -18 SILTY LOAM 0-12" TOPSOIL
18„-7 BROWN SAND 12"-6.5'
,x. ao• F BROWN SAND
50 E - PROP MA RY RONT SE \\ y �G / NO WATER NO W_ � ATER
_._--• - <, T St --- ��TBnc=
TP#4 PERC1" IN 2 MINUTES WASTEWATER DISPOSAL
WOODS ITO REMAIN ' / O
SYS
TEM REQUIREMENTS
4 E �` � / I I 1 0-12" TOPSOIL EQUIREMEN
�- _ _-� - --./ TS
ro BE � - �' — � 12"-6.5' BROWN SAND
RELoc = ` �� �. �� -- NO WATER
CONNECT TO P NM 8 _ . � - _� / / / / / PERC 1" IN 2 MINUTES
/ SEPTIC DESIGN: 8 UNIT BUILDING
MUNICIPAL WATER — 1333.8 j / � �
\ / # 2 SYSTEMS PER BUILDING
SITE PLAN 0-12" TOPSOIL
50' 12"-6.5' BROWN SAND
— — — scn�E: �'=40' NO WATER DESIGN PARAMETERS
I
NUMBER OF BEDROOMS $
I I 1 I I + I cocAnav STAKE DESIGN
! I LOCAnav srAK FLOW RATE
£I 0 GPD/BDRM I MANHOLE COVER GROUND SURFACE - 2 %
12't TOTAL DESIGN FLOW
120 GPD
12 f 960 GPD
I I
DESIGN TRENCH WIDTH
I I 1 2.0 FT.
I I I I 6'-0"MIN. TO CENTERLINE INVERT OF INLET 3'ABOW
OF NEXT ABSORPnON TRENCH INVERr OF OUTLET PERCOLATION RATE
TRENCH 1"/ TES 2 MINUTES "
1 ' UQU/D LEVEZ OUTLET
CAULKED AT 30
58' DESIGN RATE
ts•
✓DINT =
I I
5 MINUTES
........... . ........
CAUL
KED CANT DES
IGN
I I I I I I ( "
----.:.v..:(.'.i.•.:(.r
:•r?rrr�:{•:•ir:•::•:•r:•::•r:i�•:•rr:i•ir:•':•:•r:i•:•ir::i•
SANITAR6'A/N. :(:: 67JFSOIL
12 MAX. ....... ..... TEEY
, Ap£N/NG T
SUITABLE , . I SANITARY TEE
EAR7H COVER APPLICATION RATE
USE ON 57TE MA
TER/AL
112 GPD/S.F.I AREA REQUIRED I GE07EX77LE FABRIC, - -1/2"UQU/D DEP7H SE 4MLESS
I I I I noN CONS7RUCnON 800 S.F.
l FORAn 12"MIN. TRENCH LENGTH REQUIRED 400 L.F.
/ KJVNT GAS BWTZE(REQUIREDJ
MI wASHmAVEZ OR NUMBER OF TRENCHES
1 CRUSHED STONE S 7 ® 5$'
— -- 3/4' - 1 1/2"D/A. �PE�Y� 6"CRUSHED Slt�'VE
4" SOLID PIPE 24'MIN. 6' TOwsac, SE�D/Nc F-LOCA77ON TOTAL TRENCH LENGTH 7 0
1/8'%FT. SLOPE 24'MIN 24' MAN. MUcc�/
UAW& sECnav VIEW SEPTIC TANK- 960 x 1.5 = 1440 GAL
DISTRIBUTION BOX RICH GROUND wATS BEDROCK I'-fINI-WED GRADE PROVIDE 1500 GAL DUAL COMPARTMENT WITH GAS BAFFLE
OR /AlPERNOUS LAYER 57l/TABLE
�. .. . EAR7H COVER
ABLE ;'i•".ry::CROSS SECTIONAL VIEW . � ,,,:••.:.�.-.•,:. .,�,; ,
LONGITUDINAL VIEW 2'GRAY BOARD
1,500 GAL. SEPTIC TANK BUILDERS FOAM •.
OVER TOP OF BOX LJ
1 I Do GEOTEX77LE FABRIC 4'INLET Q
/ I o OUTLET ALTERATION OF THIS
6'MIN. (UAl9TY ROW BAFFLE 4"oUTLEr 24"rAP DOCUMENT EXCEPT BY A
12' MAX. _ 2'MIN.-7 P U R/NG ®� LICENSED T
Q Q SED PROFESSIONAL SEP TIC PL A N
4" SOLID PIPE--*-- 11't BOL7s ;;' i� _' m ENGINEER IS ILLEGAL
® 1/4'%FT. SLOPE Flow o f WED
A/�
.. -,?-MIN.' ..�•- .:�-. � :, ::.... .. VV O GE w
OOD A PA R TMEN TS
_ PLAN 14Ew BURKE DRII/E
24'MIN. TO HIGH GROUND `- Q4 VEZ/1t0B. C.X'AVEL �_,• .�.L.o.
NOTE: SLOPE 7RETICH BOTTOM GRIMM OR GUARDIAN 1,500 GAL. z Z 'of NEW
WATER 4R MIN. TO BEDROCK /16' - 1/32'PER FOOT NOTES : W y
OR IMPERVIOUS LAYER 1. PIPES
F7WSHALL
fEET O 57 asT Ar AN Box aO DUAL COMPAR TMEN 7, SEAMLESS SEP Tl � �, ,tr � TOWN OF QUEENSBURY
PIPES SHALL BE CL9US1Rl/CTID AT AN EQUAL SLOPE. w W � ,•"r'' � WARREN COUNTY
DO NOT INSTALL 7RE7VL7lE`S/N µET SA+L RAKE SIDES AND 2. D/S/R/BU77py BOX pU71£T PIPES SHALL BE PROVIDED C TANK STATE OF NEW YORK
PROPOSED ( PIPE ENDS
a` � E c� TO PLAGYNG 6rrAV£L ALL DlsrR/aura4 PRECAST CONCRET W
�� �� ��NG �S E SEPTIC TANK DETAIL
BUILDING PIPE ENDS Musr BE cAPP� W z wFn *
TYPICAL ABSORPTI N TRENCH DETAI Ir-
DISTRIBUTION BOX DETAIL No SCALE Q o ENGINEERS T L SCALE: NONE R YPIC S
AL SEPTIC, YST S EM LA
INCLUDES 250 GALLONS PER DAY FOR
LAYOUT SCALE. NavE GARBAGE GRINDER ` S URA 7E�,
' 618°-� non Street � v YORS
411 Union SCALE: NoavE et Schenectady, N.Y. 12305
518-377-0315 Fax.518-377-0379
I c i o THOMAS C. ANDRESS, P.E. DATE: SCALE: DWG.
I z N.Y.S. LICENSE NO. 61836 JANUARY 16, 2013 SHEET
1" = 40' 4225A-S2 OF g 7