SEP-000739-2017 TOWN OF QUEENSBURY
742 Bay Road,Queensbury,NY 12804-5904 (518)761-8201
Community Development-Building&Codes (518)761-8256
BUILDING PERMIT
Permit Number: SEP-000739-2017
Tax Map No: 239.8-1-54
Permission is hereby granted to: Lance Hillman
For property located at: 48 HILLMAN RD
In the Town of Queensbury,to construct or place at the above location in accordance with application together
with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform
Building Codes and the Queensbury Zoning Ordinance
Type of Construction
Owner Name: Lance Hillman Septic Disposal $0.00
Owner Address: 48 Hillman RD Total Value $0.00
Queensbury,NY 12804
Contractor or Builder's Name/Address Electrical Inspection Agency
Plans&Specifications
Residential Septic Alteration
(mound system with enhanced treatment tank)
$40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Thursday,December 6,2018
(If a longer period is required,an application for an exten ion must be made to the code Enforcement Officer
of the Town of QueensbpIaLbbefore the rat.. date
Dated at the Town<QueZ�u WW December 6,2017
SIGNED BY: for the Town of Queensbury.
Director of Building&Code Enforcement
SEPTIC DISPOSAL PERMIT Office Use OnlyDA TE Oct. 26, 2017 Received
Tax Map ID
S3000 V 0299V 1-5
TAx MAP ID r A n8sN33n Permit No.
48 Hil Road Permit Fee 41 V0. UCS
LocATIONOF Lar 6 Approvals:
kuLpAPPLICANT .I PHONE/E-MAIL(cis
`s
ADDRESS 48 Hellman Road, Queensbury, NY 12804
INSTALLER/BUILDER: To be determined PHONE/E-MAIL
ADDRESS:
WNER Lance Hillman PHONE/E-MAIL
Address 48 Hillman Road, Queensbury, NY 12804
CONTACT PERSON FOR BUILDING&CODES COMPLIANCE: PHONE
RES/DENCEINFORMATION Plumbing updated per 1992 standards
Year Built #of bedrooms X Gallons per bedroom =Total Daily Flow
1980 or older Garbage grinder installed F-1 Y ❑✓—N
1981-1991 Spa or Hot Tub installed Y ❑✓ N
1992-Present 3 110 330
PARCEL INFORMATION
Topography x Flat rolling Steep slope ' 3 %slope
Soil Nature x Sand x Loam Clay Other
Groundwater At what depth? 5 f
Bedrock/Impervious Material At what depth?>6n
Domestic Water Supply Municipal x �if well,water supply from any septic system absorption is 'too ft.)
Percolation Test Rate: 21 -30 per minute per inch (test to be completed by licensed engineering/architect)
PROPOSED SYSTEM FOR NEWCONSTRUCT/ON Mound system with Enhanced Treatment Tank
Tank Size Clarus ZF450 gallons(minimum size 1,000 gallons, add 250 gallons to size for each garbage grinder or spa or hot tub)
System Type Absorption field with#2 stone Total length ft.; Each trench x
Seepage Pit with#3 stone How many: ;size
Alternative System Bed or other type? 960 SF
Holding Tank System Total required capacity? Tank size #of tanks
Notes: 1)Alarm system &associated electrical work must be inspected by a Town approved electrical inspection agency;2)We will no longer
allow systems to be covered until such time as an As-Built plan is received & approved. The installed system must match the septic system
layout on file—no exceptions.
DECLARATION: Any permit or approval granted which is based upon or is granted in reliance upon any material representation or
failure to make a material fact or circumstance know by or on behalf of an applicant, shall be void. I have read the regulations
and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance.
Print Name: Lance Hillman Dennis MacElroy,P.E.(Environmental Desi n) Date: 10/26/17
Signature: Date:
Town of Queensbury Building &Codes Septic Disposal Permit July 2014
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PROJECT o
SITE
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HAVE SEEN OBSERVED m
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SUCH AS HOUSES VVELLS, `FREES, FENCES, ETC PARTNERSHIP, LLP.
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f � �i_ ! � _<� Y_ MEASURED THE DISTANCE SET FORTH ON THIS DIAGRAM, �{ O G a �v ° p � �� 900 Route 146 Clifton Park,NY 12065
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FORCE MAIN LQNQ CONTRACTOR TO IDENTIFY LOCATIONNOV Lolf G } a
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ZQ 3832/14
CONNECTTOWITH NEW PVC SDR-26/ 5 _- �- Z z°
AT PER FOOT MIN SLOPE I119Lfq CIF0"EVOS113mY ® D
AREA,-= 29,354.69 SQ FT.
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ca GRAPHIC SCALE
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Cp = 70 EXTEND 2" PVC DISTRIBUTION (3) 1.25" SCH. 40 LATERALS AT
0 — = fq 1 MANIFOLD 18" MIN. AND INSTALL WITH A" DIA. ORIFICES UNIFORMLY 5o za zo is o e o a 3o so O
M Op F� ' SOLVENT WELD CAP SPACED AT 7 FT ON CENTER ,C
N = d' �_ �Jtt�Sr" / " (6 ORIFICE PER LATERAL) (IN FEET) SHEET N0. >-
1 INCH = 30 FT. WW-1 PCIj
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SOILS ANALYSIS
TEST PITS WERE EXCAVATED AT THE SITE OF THE EXISTING
HILLMAN WASTEWATER SYSTEM ON JUNE 29, 2017 BY �i h
CRANDALL
EXCAVATING. THE FOLLOWING RESULTS WERE -
OBSERVED.
TEST PIT #1 - AREA BETWEEN HOUSE AND HILLMAN ROAD.
0 - 10" LOAMY TOPSOIL, DARK BROWN ENVIRONMENTAL DESIGN
10 - 46" FINE SANDY SILT, 'HEAVY SOIL' �w�'C�I�' � � wo
46 - 72" SILT, WATER AT 46' - INFLUENCED BY O R Y /`1��1 I�GR�7I7 UP
POORLY DRAINING ADJACENT �®
r� 900 Route 46 Clifton Par
WASTEWATER SYSTEM, 1k,NY 12065
uOOD DiEGI\
(518)371-7621 edpllp.com
TWO PERCOLATION TESTS WERE COMPLETED BY THE
ENVIRONMENTAL DESIGN PARTNERSHIP ON OCTOBER 5, 2017. IPF 1.5' TALL
EACH TEST HOLE WAS PERFORMED AT A DEPTH OF K�j W R
14 INCHES, PRESOAKED 1X AND ALLOWED TO FULLY DRAIN.1A O a
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PTLl - 12" DIAMETER TZE % CO STEPS
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TRIAL 1 - 5:10 205 C{ 0W o
TRIAL 2 - 6:20 ° 3 SHoR PO�GI i �' z cou
TRIAL 3 - 7:35
TRIAL 4 - 9:10 70 ��;�D C
TRIAL 5 - 10:30 N , j /ZOC x P PAUL HILLMAN GOA` G cu Uj
TRIAL 6 - 14:00 % 3832/14 CHARLES T. LOCKS; III W Z o
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and DIANA J. LOCKEsE
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TRIAL 3 - 11:00 wUj
TRIAL 4 - 19:00 <r 1'r`OOD DECK-,,,\ P `-
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APPROXIMATE LOCATION OF EXISTING EXISTING
ABSORPTION FIELD CONDITIONS z
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SHEET NO. WW—'',2
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RED AIR
- UNE BLOWER
FUSION CONTROL PANEL
(LOCATE PAPIEL WITHIN POWER
HOUSE AS PER OWNER)
CORD
AIR UNE
LOCATE PANEL TO PANEL
� WITHIN HOUSE �� -
ENVIRONMENTAL DESIGN
INSULATE TOP UL UNIT W/ RED AIR CONDOR TO
EL PARTNERSHIP, �.
\ I � RIGID FOAM INSULATION. � ppNd
\ R-8 PROTECTION REQUIRED
\ MINIMUM. EXTEND RIGID UNE -
.t
/
A INSULATION 12" BEYOND
BLOWER TANK ON ALL SIDES \ ���� 900 Route 146 Clifton Park,NY 12065
RUBBER (518)371-7621 edpllp.com
RISER AND AIR UNE EU3OWS
INSULATED LID TOPANEI BLUE AIR� - -
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FUSION TREATMENT UNIT D
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FUSION 450 AIR PUMP DETAILS (n W
FUSION 450 TYPICAL PROFILE NOT TO SCALE w
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1DIMENSIONS "I" AND "E" ARE TO THE BOTTOM OF THE INLET OUTLET PIPE. � }
2) THE OVERALL HEIGHT DIMENSION H- IS TO THE TOP OF THE NARROW
,n ,O ADAPTER RING, NOT THE RISER LID. -7 ti
3) A RISER COVER COMES STANDARD. ADDITIONAL RISERS ARE e E O, 2O1 / w
PURCHASED SEPERATELY. - o DAT OCT. LLI
EXCAVATING DIMENSIONS �L SHEET TITLE z
FUSION 450 71-1-SYSTEM L 13'W8" 15'H2" 4 14 S-1 0"
TYPICAL INTERIOR CONFIGURATION
WASTEWATER 3
FUSION 450 DIMENSIONS & EXCAVATIONDETAILS
AIR PUMP DETAILS DETAILS
Z
N
❑ SCALE.. a
NOT TO ❑T T❑ SCALE a
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SHEET NO. WW-3 pq
SILT FENCE 5'MIN(10'PREFERRED)
I >I GENERAL NOTES: GENERAL SANITARY NOTES:HARDWOOD
POST 1. SILT FENCE SHALL BE PLACED A MINIMUM OF 5 FT.FROM TOE OF SLOPE,10 FT.PREFERRED,TO PROVIDE 1. MAINTAIN 100' SEPARATION BETWEEN SEPTIC SYSTEM AND ANY WELL CONTRACTOR SHALL VERIFY THE
o _ ADEQUATE AREA FOR SEDIMENT STORAGE AND FACILITATE MAINTENANCE OF SEDIMENT CONTAINMENT AREA
_ S UNDISTURBED LOCATION OF ALL EXISTING WELLS PRIOR TO CONSTRUCTION. -
GROUND 2. POSTS MAY BE 1.25.0.2u-(MINIMUM)HARDWOOD,TYPICALLY.FOR WIRE MESH BACK USE 2-x2"NOM.HARDWOOD, - -
_ OR STEEL'T'OR"U"P9}TS(11b Per IF).SILT FENCE SHALL BE WOVEN GEOTEXTILE FABRIC(GEOTEX 2130 OR
EQUAL). 2. MINIMUM SEPERATION BETWEEN SEPTIC TANK AND BUILDINGS SHALL BE 10 FEET.
o - - -
- -in SEDIMENT '
CONTAINMENT 3. SILT FENCE ASSEMBLIES MAY HAVE 4 FT.OR B FT.POST SPACING,AND MAY OR MAY NOT HAVE MESH 3. MINIMUM SEPERATION BETWEEN EDGE OF TRENCHES AND TOE OF FILL (RAISED SYSTEMS) AND BUILDINGS
SLOPE fl =o FENCING FORA SED S SUPPORT
MFRS TO VE PROTECTED MAY NEED TO BE REINFORCED BY USING HEAVY WIRE ENVIRONMENTAL DESIGN
= o ¢ FENCING FOR ADDED SUPPORT TO PREVENT COLLAPSE SHALL BE 20 FEET.
E
4. THE BOTTOM EDGE OF SILT FENCE SHALL.BE BURIED A MINIMUM OF 6'BELOW GROUND.THE FENCE SHALL BE 4. MINIMUM SEPERATION BETWEEN PROPERTY LINE AND EDGE OF TRENCHES OR TOE OF FILL RAISED _ - -
BE
FSS -_-_ `; 5. MINIMUM)SEPERATION 1BETW N WELL AND SEPTIC TANK TO BE 50 FEET.
INSTALLED WITH THE P0513 ON THE�5ffiEAM SIDE OF THE FABRIC. SHALL
IPAM E •
5.
MAXIMUM ALLOWABLE SLOPE LENGTHS CONTRIBUTING RUNOFF TO A SILT FENCE PLACED ON A SLOPE ARE _(1 ,�G I _
MUM
SLOPE
s�r MAxlrNcrH(ttT 6. ALL CONSTRUCTION TO BE IN COMPLIANCE WITH THE NEW YORK STATE SANITARY CODE. 7OO Route 146 Clifton Parked 11
2:1 -- 25 I -4:1 75 U O O ll [Y NY 12065-
1.25"x 1.25"(2"x 2 NOM. 5:1 OR FLATTER 100 - -_�, .�m-
I� 3: 50
FOR WIRE MESH BACK') r�N - 7. REQUIRED INSPECTIONS (TO BE PERFORMED BY PROFESSIONAL ENGINEER): P _
HARDWOOD POST 0. MAXIMUM DRAINAGE AREA FOR OVERLAND FLOWTO A SILT FENCE SHALL NOT EXCEED H ACRE PER 100 FEET OF
"OR STEEL T OR"U" FENCE,WITH MAXIMUM PONDING DEPTH OF 1.5 FEET BEHIND THE FENCE;AND EROSION WOULD OCCUR IN THE A) PRIOR TO PLACEMENT OF•SEPTIC TANK OR COMMENCEMENT OF
SECTION POSTS(1 Ib/If MIN.) FORM OF SHEET EROSION;MD THERE IS NO CONCENTRATION OF WATER FLOWING TO THE BARRIER. ' - THE TILE FIELD CONSTRUCTION. N
- 7. MEASURES SHALL BE INSPECTED EVERY SEVEN(7)CALENDAR DAYS,AFTER EACH RAINFALL OF.5"OR MORE - - LU LU LL
WITHIN A 12 HOUR PERIOD,OR DAILY DURING PROLONGED RAINFALL MEASURES SHALL BE CLEANED MD REPAIRED B) DURING THE INSTALLATION OF ANY REQUIRED FILL MATERIAL. = O 3
AS REWIRED. _ - -
- - (L
- WOVEN GEOTEXTILE FABRIC B. SEDIMENT SHALL BE REMOVED WHEN ACCUMULATION REACHES ONE-HALF OF THE MEASURE HEIGHT.SEDIMENT - C) PRIOR TO BACKFlWNG TRENCHES. - I AD
GEOTEX 2130(OR EQUAL) SHALL BE DISPOSED OF A3 UNSUITABLE MATERIAL- - - _ -
D) FINAL INSPECTION UPON COMPLETION OF THE SYSTEM. -
M
WOVEN WIRE MESH ftENFORCEMENT - - - - '
(IF NECESSARY)MIN. 14 GAUGE - - - -. O
wUH MAX.B"OPENING SEDIMENT CONTAINMENT AREA - 6. CRUSHED STONE SHALL BE CLEAN, DURABLE AND NO SMALLER THAN OR LARGER THAN 1-1/2" DIAMETER. O
5-MIN(10'PREFERRED) I ,?
SILT FENCE ASSEMBLY - - ILL z O
- _ 9. WHEN THE TRENCHES HAVE BEEN EXCAVATED, THE SIDES AND BOTTOM SHALL BE RAKED TO SCARIFY ANY _
(SEE INSTALLATION NOTES) INSTALLATION NOTES:`'.- SMEARED SOIL SURFACES. OD
- .. N
- 1. GEOTEXTILE FABRIC AND WOVEN WIREMESH TO BE _ 10. CONSTRUC110N EQUIPMENT NOT NEEDED TO CONSTRUCT THE SYSTEM SHOULD BE KEPI OFF THE AREA TO _- LU (U
TIES OR OR STAPLES.FAS
SECURELY TO FENCE POSTS WITH WIRE ABSORPTION TRENCH SYSTEM TO PREVENT UNDESIRABLE COMPACTION OF THE SOILS. Uj
REBE UTILIZED FOR THE -
TOE of SLOPE 2. FILTER CLOTH IT DES SPACES BE FASTENEDINDIVIDUALLY FENCE EVERY 24"AT TOP SECURELY TO WOVEN 11. EACH DISTRIBUTION LINE SHALL CONNECT INDDUALLY TO THE DISTRIBUTION BOX AND EXIT AT THE SAME z
AND MID SEcTroN
ION -
/ . _ -_ - _ SLOPE FOR THE FIRST 5 FEET TO 10 FEET FROM THE BOX (1/8" PER FOOT). cl-
{// 3. WHEN TA'O swnoNS OF FILTER CLOTH ADJOIN EACH - O
OTHER THEY SHALL BE OVER RED ar s1x INCHES, 12. THE DISTRIBUTION BOX.SHALL BE SET LEVEL AND ARRANGED SO THAT EFFLUENT IS EVENLY DISTRIBUTED TO $
FLOW
FOLDED AND srMLm. - LAP
-- -
UNDISTURBED EACH DISTRIBUTION LINE. ADEQUATE PROVISIONS SHALL BE TAKEN TO ASSURE STABILITY AND PROVIDE U
_ -
it - ® -
• j �GRoutm 4. MAINTENANCE SHALL BE PERFFORMElI AS NEEDED ACCESS FOR INSPECTION OF THE DISTRIBUTION BOX. - z
V' AND MATERIAL REMOVED WHEN'_BULGES'DEVELOP IN -,- _--- - �
THE SILT FENCE • 13. THE PIPES CONNECTING THE DISTRIBUTION BOX TO THE DISTRIBUTION LINES SHALL BE TIGHT JOINT - - -(� U)
z J
- RETAIN EXISTING VEGETATION, �� IIf - CONSTRUCTION WD ON UNDISTURBED EARTH OR PROPERLY BEDDED THROUGHOUT ITS LENGTH. _ L.V I, L H
IF POSSIBLE ,(S m -LU
TRENCH,BURY SILT FENCE FABRIC
_ 14. THE SYSTEM DESIGN DOES NOT INCLUDE PROVISIONS FOR GARBAGE GRINDERS. IN THE EVENT THAT _ _ 3
GARBAGE GRINDERS ARE TO BE INSTALLED, THE CONTRACTOR SHALL NOTIFY ENGINEER PRIOR TO SEPTIC - I n/ 3
+ - LL
AND BACKFILL/COMPACT EXCAVATED EARTH - - - _ INSTALLATION FOR NECESSARY MODIFICATIONS. Q
I
4" 15. FOOTING DRAINS, SUMP PUMPS OR WATER SOFTENER DISCHARGES SHALL NOT BE CONNECTED INTO THE - < C3
- - I SEPTIC SYSTEM. - � c
SECTION '' I 1A
16. CONTRACTOR TO COMPLY WITH ALL O.S.H.A. AND OTHER STATE AND LOCAL SAFETY REQUIREMENTS DURING = W C
a.
SILT FENCE DETAIL (SILT FENCE TEMP❑RARY) U) LID
� -
v 17. AS PER NEW YORK STATE INDUSTRIAL CODE 53: CALL 1-800-962-7962 TO LOCATE BURIED CABLES, OR - LJ".
/\/'�/\}j -N
NOT TO SCALE OTHER UNDERGROUND UTILITIES, NO LESS THAN TWO, OR MORE THAN TEN WORKING DAYS, PRIOR TO
DIGGING, DRILLING, EXCAVATING, DRIVING POSTS, ETC. = Q rL-.
W I q
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1.25" PVC SCH 40 LATERALS WITH z Q W ('0
" DIA. ORIFICES UNIFORMLY SPACED 12" O W (V -i
THICK WASHED w z
ORIFICE NOTE: AT 7 FT. MAX ON CENTER (6 ORIFICES CRUSHED STONE BED � :( <
2
EACH LATERAL SHALL HAVE PER
LATSTONE BLED SET 8" ABOVE BOTTOM ( " TO 14" STONE) W z v 0 J
OF
ONE (1) ORIFICE ORIENTATED Q LL _
AT THE 6 O'CLOCK POSITION FINAL GRADE
TO ALLOW FOR DRAINING NON-WOVEN U O < 3
6" MIN FABRIC Q J Q J
COVER _J J_ z C3
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_ � III III III III III III III III III=III—III=111=111=III- _I I _ -11111
DATE, OCT.ocT.
0 20�
1 11=1 11=1 1 1 _1IIIIII—III III—IIIIIIIII—IIIIII—I I I l i—III I I I _III III Ld
SHEET TITLE z
3' MIN
VERTICAL a
SEPARATION APPROXIMATE WASTEWATER 3
TO ORGROUNDWATER TEDS BGRADE
ATER UNCOMPACED AND EXISTING GRADE DETAILS -C3
1--1
F"
13
ABSORPTION '
�` J
NOT TO SCALE 0 SECTION AW SHEEf NO. WW-4
_ ED •
WASTEWATER SYSTEM DESCRIPTION; WASTEWATER SYSTEM DESIGN NOTES:_
THE OWNERS AT THE HILLMAN RESIDENCE ARE SEEKING TO CONSTRUCT A REGULATORY AUTHORITY — TOWN OF QUEENSBURY
REPLACEMENT WASTEWATER SYSTEM TO SERVE THE EXISTING THREE BEDROOM DESIGN STANDARDS — NYS HEALTH DEPT. APPENDIX 75—A
OHOUSE. THE REPLACEMENT WASTEWATER SYSTEM WILL BE SIZED FOR A
THREE—BEDROOM (330 GPD) FLOW RATE. THE PROPOSED SYSTEM WILL CONSIST OF FLOW RATE — 3 BEDROOM @ 110/BDRM = 330 GPD
AN ENHANCED TREATMENT UNIT (ETU), RECOGNIZED BY THE NYS DEPARTMENT OF ENHANCED TREATMENT UNIT — CLARUS FUSION 450 ENVIRONMENTAL DESIGN=
HEALTH AS COMPLYING WITH ETU STANDARDS (NSF 40). THE TREATMENT UNIT I
SPECIFIED IS THE CLARUS FUSION 450 WITH THE TREATED EFFLUENT BEING PUMPED EFFLUENT PUMP/CONTROL (GOULDS1000 LLON CONCRETE MODEL 3885) AND TANKWITH
DOSE CONTROL
MPS PARTNERSHIP LLP.'
TO A MOUND ABSORPTION FIELD IN ABED CONFIGURATION. THE ABSORPTION FIELD
12065
WILL BE LOCATED APPROXIMATELY 115' FROM THE LAKESHORE AND WILL COMPLY PANEL (SJE RHOMBUS) (51 Route 146 Clifton Park,NY8)371-7621 edplip.com
WITH ALL SETBACK REQUIREMENTS TO THE PROPERTY LINE AND NEIGHBORING (51 .com
EFFLUENT DISPERSAL FIELD- — FIESIZING ISBAS
MOUND OLD FIELD
NABED DC CONFIGURATION
WELLS. 960 SF TOTAL.
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THE ABSORPTION FIELD WILL BE A TRADITIONAL MOUND DESIGN WITH PRESSURE APPLICATION RATE OF 0.45 GPD/SF (21-30 MINUTE LL1
PERC. RATE). THREE (3) LATERALS FROM A END FEED _ z
DOSED SMALL DIAMETER (1-1/4") PVC DISTRIBUTOR PIPING WITH a" HOLES AT 7' �-- >_ a
MANIFOLD TO DISTRIBUTOR PIPING, 126 LF TOTAL, WILL n
SPACING (6 HOLES PER LATERAL). ALL HOLES WILL BE PROTECTED BY AN ORIFICEDISPERSE EFFLUENT UNDER PRESSURE Q
CD
SHIELD, ONE OF THE HOLES WILL BE PLACED DOWN AT THE BOTTOM OF THE PIPE W
INVERT AND THE OTHERS WILL BE FACING UP. THE MANIFOLD PIPE WHICH FEEDS WATER SUPPLY — THE EXISTING WATER SUPPLY FOR THE RESIDENCE n
LL z
THE DISTRIBUTORS WILL BE A 2" DIAMETER PVC PIPE. THE 1-1/2" FORCE MAIN IS AN ONSITE WELL LOCATED OVER 100' FROM THE N
FROM THE PUMP TANK WILL TRANSITION TO THE 2" MANIFOLD. THE FORCE MAIN DISPERSAL FIELD. UJ
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tU
WILL BE INSTALLED SO THAT THERE IS CONSTANT PITCH UP TO THE ABSORPTION W Z
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FIELD. THE VOLUME OF EFFLUENT IN THE FORCE MAIN WILL DRAIN BACK TO THE (
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PUMP TANK AFTER EACH PUMP CYCLE. PUMP OPERATION WILL BE CONTROLLED BY }' w
A TIME—DOSE CONTROL PANEL WHICH WILL DELIVER A SPECIFIC VOLUME OF U) U z
EFFLUENT TO THE MOUND SYSTEM OVER THE 24—HOUR DAY, APPROXIMATELY 110 U W J
GALLONS PER DOSE EACH TIME FOR APPROXIMATELY 3 DOSES WITHIN EACH DESIGN LLI _
3
FLOW DAY. Q UJ QY 31
Q
30" FRAME AND COVER TO BE
HEAVY DUTY PLASTIC FRAME AND PRECAST PLASTICI' I c
COVER ASSEMBLY BY POLYLOK RISER BY POLYLOK OR - LLI d
OR EQUAL EQUAL AS NECESSARY
FIX FLOAT BRACKET - ^ a
TO TOP OF TANK OR LO N
S - - RISER SECTION. -_ ��� - -� z "'1
12' f m a
PRECAST CONCRETE00
' PUMP CHAMBER (1000 GAL VJ ;
W SEPTIC TANK) W/ 30" OPENING = Q _$
IDE AIL AL M. BY UTOPIA ENTERPRISES OR EQUAL 7� Q Z M
__j TIMER GU -In
m OVERRIDE
SYSTEM FLEXIBLE BOOT L w
O
G_ ALARM BY CONERY TYPE CONNECTOR (TYP) - - LL1 Z
00 MANUFACTURING ,. - =Q<
0- FLOAT AGEE TO CONTROL PANEL
� _AT HOUSE-SEE NOTE "7 O J
TO SEPTIC TANK = W z .,
UNION_ 4" PVC AT 1% MIN. / \ LL,
DISCONNECT4f q
. OY4 TURN BALL VALVE DRAIN BACK Q _jJ
VALVE FOR COLD CLIMATES1 - J z 5 __
AND SEASONAL APPLICATIONS I=1 (_ _J _ �G/ _
FLOW X -z
- SEES OTE I I I I BALL CHECK VALVE W O -ce
ce
TO DISTRIBUTION BOX _ ( __
.:•.1-1/2"" PVC
-- 1 1/2" PVC FORCE MAIN - SCH-40
TIMER _ I - -pq
ENABLER — q /� q
FLOAT CRUSHE1 —I SPRINGLWETOFEPIPEC(TFYILPL)TO - DATE: OCT. 1 O, 210 1 7 -0
IJj
SUBMERSIBLE EFFLUENT PUMPS; — fi N,CR CRUSHED E• _
W
,
_ III— NOTE: C'J
MODEL 3885 By GOULDS PUMPS
APPROVED EQUAL LEVELING FOUNDATION _ _ PRESSURE FITTINGS
TO USE _ SHEET TITLE z
III-IIPIPE
Ld
.1fy
1I ,!L FI j I1 EI �— DOSE-CONTROL
PANEL-PA
RHOMB S INEL TO BE AI SE - WASTEWATER -3
SERIES OR EQUAL
BY
-FLOAT
THE ENNEER TTINGS TO BE DETERMINED DURING WASTEWATER _ DETAILS =0
SYSTEM STARTUP AND NOTES
-
DUPLEX PUMP PIT
U
NOT TO SCALE
- SHEET N0. WW-5
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HILLMAN RESIDENCE WASTEWATER SYSTEM f€, JUN 0 7 2018
cF�F o� Z 'PvG 'IK �F`d � 1 1,
AS-BUILT CONDITIONS -._ -
48 HILLMAN ROAD TOWN OF 01JEENSBU€�Y
JUNE 6, 2018 BUEIM31N G`°.. =. ` F.oti._-
TOWN OF QUEENSBURY, NEW YORK _