proposed I
/__- ELBOW LEVEL WITH TOP
_____ OF OFFSET ADAPTOR
r+-6, bg u ,-�+-� -, GEOTEXTILE
,:• r
_, .�.,6, FIBER WRAP 2"-4" __rl NLEVEL —
',,� � �-+r 1 , RANDOMLY [✓-EXTERIOR WEATHERPROOF JUNCTION BOX (IF NECESSARY). -
r�-r`" �,. ORIENTED SUGGESTED: POLYETHYLENE - PUMP
SEAL CONDUIT GAS TIGHT INSTALL CONTROL PANEL IN HOUSE.
EXTENSION TO GRADE W77H 4 BY-PASS VENT PIPED ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED
,...._..._,,.,._. ...�,.. FIBER MAT TAMPER RESISTANT ACCESS BACK TO PUMP STA710N� L INSPECTION AGENCY PRIOR TO START-UP OF �
�: r...____.... ..•. . ADVANCED _ STATION. -w
E C I
COVER ( ON TRAFFIC AREAS)
ENWRO- SEPTIC
- OFFSET
t::::,:,
AD 12" MIN. COVER DISTRIBUTION UNON BOX _
PIPE �' TRANSITION TO 4"" `, ' -
_ 4" MAX INTO 1/4" PER FOOT �'. "' " OUTSIDE OF D-BOX 1 I �'-(�
OFFSET ADAPTOR
6ti.
MIN. SLOPE - ,• 1.,, .1 lf8" PER FOOT L i C _----'-�J
" I MIN. SLOPE �'I ►' / 5,��..
90E , ' ELBOW St DE VIEW -- 4 HOUSE SEWER 1 j BAFFLE
WATERTIGHT SLEEVE� ,4 � ` LIQUID LEVEL � ,_„I .. - 4" EFFLUENT SEWER 1 1 � " j/ , � 2"MIN.
I " � k
PLAN VIEW _ � 1-1/2 USE SPEED LEVELERS TO ASSURE
& SEAL TIP. I 18" FORCEMAIN ALL OUTLETS ARE AT EXACTLY
( ) 16" tn MIN THE SAME ELEVATION a'
BE2TWEEN INVERTS
RAISED CONNECTION DETAIL - t — ` a , BALL VALVE 4" PVC SDR-35 SOLID HEADER TO
NTS ALARM PUMP ON'ABOVE, 1, o t< ABSORPTION LATERALS,
00T MIN SLOPE
SEP IC TANK NOTES LIQUID DEPTH -
30" MIN. PUMP ON --=-ti 1-1 2"
ALL -NITS SHALL COMPLY WITH THE REQUIREMENTS OF " / SCH-40 PVC INSIDE WET WELL
THE 'EW YORK STATE DEPARTMENT OF HEALTH AND • 60 MAX. ,� THROUGH WALL
SHAL BE OF PRECAST CONCRETE AS MANUFACTURED PUMP OFF o UNION - LOCATE SUCH THAT UNION PUMP STATION NOTES
BY U OPIA ENTERPRISES OR EQUIVALENT. _ MINIMUM 2X WIDTH � 16" MIN. ° CAN BE DISCONNECTED AND PUMP SEAL ALL TANK OPENINGS WATERTIGHT
MAXIMUM 4X WIDTH VOLUME OF DOSE TO REMOVED WITHOUT TANK ENTRY
ALL 7RUCTURES SHALL BE PLACED ON FIRM, COMPACT BE 80t GALLONS1. `. � REDUCING TEE POINTED DOWNWARD WITH 1" PROVIDE AND INSTALL UL LISTED PACKAGED PUMP CONTROL PANEL
SAND OR GRAVEL BASE. WHERE EXISTING SOIL FLOAT SWITCHES - 500�GALLON PRECAS BALL VALVE THROTTLED TLDD TO ALLOW WITHTRICKLE Wf7H VISUAL AND AUDIBLE ALARM, INSTALL SIMPLEX, DEMAND
CONG�10NS ARE UNSUITABLE, CRUSHED STONE SHALL INSTALL INSIDE PUMP PIT CONCRETE PUMP STATIO DRAIN BACK INTO WETWELL DOSE CONTROL PANEL INSIDE HOUSE IN ACCESSIBLE LOCATION.
BE 1 -ACED AS NECESSARY TO ACHIEVE A STABLE r ° • • ` ' a ` ' IN LOCATION ACCESSIBLE
SEWN SEAM BASE PROPOSED 1,000 GALLON PRECAST CONCRETE WITHOUT PIT ENTRY INSTALL FLOAT SWITCHES TO BALL CHECK INSTALL POWER & CONTROL WIRING TO CONTROLLER WITH ALARM
SEPTIC TANK VALVE
SEPTr.' TANKS INSTALLED IN TRAFFIC AREAS SHALL BE OPERATE PUMP AND MAINTAIN IN HOUSE IN ACCORDANCE WITH MANUFACTURER'S INSTRUCTIONS
OF E 'TRA HEAVY CONSTRUCTION DESIGNED FOR H-20 LEVELS AS INDICATED GOULDS WE05H PUMP AND NATIONAL ELECTRIC CODE (N.E C.) REQUIREMENTS.
SKIMMER TABS AIR SPACE WHEE. LOADING.
PUMP CONTROL AND FLOAT LEVELS TO BE INSTALLED TO PROVIDE
ALL 'DINTS MUST BE SEALED WITH BUTYL SEALANT. A 80 GALLON DOSE.
RIDGES i � JOINT? BELOW THE LIQUID LEVEL MUST BE TESTED SEPTIC TANK & PUMP STATION DETAIL EFFLUENT PUMP TO BE GOULDS PUMPS WE SERIES, MODEL WE05H
BEFO-E BACKF►LLWG.
- i \ SUBMERSIBLE EFFLUENT PUMP .5 HP, 230 VOLT; iPH
NTS
VERIFY EXISTING ELECTRICAL SERVICE PRIOR TO PURCHASING PUMP.
GEOTEXTI IC SCUM
FABRIC ALL ELECTRICAL WORK TO BE INSPECTED BY A CERTIFIED
ELECTRICAL INSPECTION AGENCY PRIOR TO START-UP OF PUMP
7 —— —— -- STATION.
\ i
COARSE EFFLUENT
.1 FIBERS
BIO-ACCELERATOR \ P SLUDGE
FABRIC s i-
k\ ,/ - �_ - "� 4" TOPSOIL & TURF�` BACKFILL MATERIAL->
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III III :III III
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CRUSHED STONE RANDOMLY _
_.._........... ..........: __ _. ._
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INFILTRATOR EQ-36 PER PLAN,'- - FILTER FABRIC -INLET PIPE TO CHAMBERS FIBER MAT '.. (- -- I- E111=111-111-I
3 SEC710N (TYP.) MIRAFI 14ON FROM GUTTER DOWNSPOUT -�,� ', (I(., .-1-111-11�111=I
OR EQUAL ADVANCED : : -OFFSET -III-I I 1=1 I I-I
ENVIRO-SEPTIC ti� { =ADAPTOR 1=)I�I I 1=1 1(-
PIPE — — — _TII=III-111=T
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INFILTRATION BED WITH CHAMBERS SECTION .sY. SAND° = .— =�iM I I1 I 1=I 11=111—I I I
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NTS I I I-1 11=1 11=111=1 11=1 11-1 11=1 I—I 11=111=111=111—III
11=1 11= 11=1 11=1 I I—III—I 11=1 I I-1 11=I 11-1 11=1 I�I 11=1
-t—4' TRENCH SPACING — I I I=III=1 I I, I III I I-1 I I-1 I i IIII-1 I I-11
VENT, SEE DETAIL VENT DETAIL
ASPHALT DRIVE -
4' TRENCH WIDTH—► —4' TRENCH WIDTH �- - 4' TRENCH SPAC 1G--a--- 4' TRENCH W9DTH—► NTS
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....:.....,,.., F R_... a; ..,.,,� W
OA��I STABILIZA110N ROAD Q�
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• - ;'' OVER SYSTEM SAND REMOVED TO ALLO co
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ALLA77ON OF Cc
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_....._.... . ..... . ... ... . .......: : ....- - - 1 ISSUED FOR PERMIT 5130117
.
. ......__. .. ......-_ -._ _.-..
;
` ISSUE VARIANCE 17
0 D FOR SEP71C A 31231
.. ....._..... _. ... . - ..... __.. _ .. ... .. .. ....._.__. ...._.. _
_ - -
.
-: : No. Revisions Date
.
VENT MANIFOLD DETAILS
1. _. . _. ---' --._ .. .. .. _ -
I : 1
_... _
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ADVANCED ENWRO-SEPTIC PIPE (TYP.) _. . . -: - ___:. I . _ -- prepared for
:
; :
PRESBY SYSTEM SAND `"~ :.; -- __..I .-- .:::_:_ DI L Bodeite
% : ._ :.
/ 10 Hemlock Road - Glen Lake
Dig /Safely1 .
.._... .
New/,York -� __-' ; ...__ _ -_ : _ __` Town of Queensbury, Warren County,New York
.an °You ABSORPTION FIELD SECTION - TRAFFIC RATED �._ �._ ____.
®Yym The TMns _ Drawn: JRS Checked: GTH ( Scale: NOTED I Date: 11/29/18
■connnn Utlat�►Response NTS
■Re"Wat The Malice
®Dq wim Cie ----.-- . - . 169 Havilan Dad
■ Queensbury, NY 12804
800 962 7962 (518) 745-0307 Phone 291083-01-S2
�,„r,,,�, Hutchins Engineering' (518) 745-0308 Fax