1.3
1.3
SETPH.VAR\\Steinbach - Replacement System With Absorption to Line and Well–10-7-19
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF FRANK AND ERIN STEINBACH
RESOLUTION NO.: ______________________________________________________, 2019
INTRODUCED BY: ______________________________________________________
WHO MOVED ITS ADOPTION
SECONDED BY: ________________________________________________________
WHEREAS, the Queensbury Town Board serves as the Town’s Local Board of Health and is
authorized by Town Code Chapter 136 to issue variances from the Town’s On-Site Sewage Disposal
Ordinance, and
WHEREAS, Frank and Erin Steinbach (Applicants) have applied to the Local Board of Health
for variances from Chapter 136 to install a replacement wastewater treatment system as follows:
1. Absorption field to be 70’ from the well instead of the required 100’ setback;
2. Absorption field to be 3’ from the west property line instead of the required 10’
setback; and
3. Absorption field to be 3’ from the south property line instead of the 10’ required
setback;
on property located at 211 Assembly Point Road in the Town of Queensbury,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury’s Local Board of Health will hold a public hearing
st
on Monday, October 21, 2019 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Frank and Erin Steinbach’s sewage disposal variance application concerning
property located at 211 Assembly Point Road, Queensbury (Tax Map No.: 226.19-2-18) and at that
time all interested persons will be heard, and
BE IT FURTHER,
RESOLVED, that the Local Board of Health authorizes and directs the Queensbury Town
Clerk to publish the Notice of Public Hearing presented at this meeting and send a copy of the Notice
to neighbors located within 500’ of the applicant’s property as required by law.
th
Duly adopted this 7 day of October, 2019, by the following vote:
AYES :
NOES :
ABSENT:
ENVIRONMENTAL DESIGN
w. lip PARTNERSHIP LIR 900 Route 146 Clifton Park,NY 12065
(P)518 371 7621 (F)518 371 9540 edpllp.com
September 30,2019 �� T
Town of Queensbury Board of Health \,
742 Bay Road '
Queensbury, NY 12804 cv RECEIVED 0
OCT 1 2019
Attn: John Strough, Supervisor QUEENSBURY
CLERK'S OFFICE c
Re: Steinbach Residence—211 Assembly Point Road
BOH Variance Request � tt Ot 6 g L�
Dear John:
Submitted for your distribution and review are nine sets of a Board of Health wastewater system
variance application for the Steinbach residence located at 211 Assembly Point Road. The
neighboring property to the north (Carte) has a water supply well located near the property line
about mid-lot. As a result there is no location on the Steinbach lot that is beyond the required 100'
setback to that well. It should be noted that the existing Steinbach system is approximately 45'from
the Carte well. In an effort to get the furthest separation that the lot can provide(70')the absorption
field is positioned to be closer than the standard 10'separation to the southern and western
property lines. The proposed design will include an enhanced treatment unit(Clarus Fusion)and an
ultra violet(UV) light disinfection unit to mitigate the need of a setback variance to the neighboring
well. The application documents include the following:
• Proposed Wastewater Improvements For The Steinbach Residence
211 Assembly Point Road Road
Sheet S-1 Cover Sheet
Sheet S-2 Existing Conditions
Sheet V-3 Variance Plan
Sheet S-4 Wastewater Details
Sheet S-5 Enhanced Treatment Details
• Queensbury Board of Health Application for Septic Variance
• Application Fee -$150 check
I am available to meet with you and/or other Board members to further discuss this proposal prior to
the public hearing. Thank you for your consideration of this request.
Sincerely,
Dennis MacEiroy
Dennis MacElroy, PE
Environmental Design Partnership
Attachment
Cc: Dave Hatin
SEPTIC VARIANCE Office Use Only
Received:
APPLICATION Permit#:
1i OfO
Permit Fee:
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.queensbury.net Invoice#:
Approvals:
Submittal: I (one)original &8 copies of the completed application package
Property Owner(s): Frank& Erin Steinbach Owner's Agent: Dennis MacElroy
Address: 211 Assembly Point Rd. Address:900 Rt. 146
Lake George, NY 12845 Clifton Park, NY 12065
Phone#: 518 222-6031 Phone#:518 376-4485
Site Address: 211 Assembly Point Rd. Tax ID#: 226.19-2-18
Directions to Site: Bay Rd. north to Rt. 9L to Assembly Point Rd.
Distance from well on property to septic system (if applicable) NA feet
Is it possible to install a conforming septic system on this property? ❑ Yes No
If YES, please explain and attach a diagram: Click or tap Jere to Enter t" t.
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? ❑ Yes ►4 No If NO, please explain: Neighboring well on property to the north will be closer
than 100'from the proposed absorption field
Is the proposed system to be installed under a parking area? ❑ Yes i No
Section of the Sanitary Sewage Ordinance from which you are seeking the variance (i.e. leaching system will be 89 ft.
from well in lieu of required 100 ft.):
V-1 : Absorption field setback to well — 70' vs. 100' required
V-2: Absorption field setback to property line (west) — 3' vs. 10' required
V-3: Absorption field setback to property line (south) — 3' vs. 10' required
Septic Variance Application Revised February 2019
,, List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain tax
map numbers from the Assessor's Office as well as the names and addresses:
North Name The Carte Camp LLC
Address 631 Rt. 149 Lake George, NY 12845
Tax Map ID 226.19-2-19
South Name John Graziano,Jr
Address 230 Washington Ave. Ext. Albany, NY 12203
Tax Map ID 226.19-2-17
East Name Assembly Point Rd./Lake George
Address click or rap her_ t,--) enter _:,I
Tax Map ID ack or tea here to enter+_
West Name Rita Saunders and Others
Address 310 1st.Ave Indialantic, FL 32903
Tax Map ID 226.19-2-36
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 211
Assembly Point Rd.
I/We realize that putting the leaching system less than the required 100 feet from the well may increase the risk of
pollution.
Owner—Print Name: Francis or Erin Steinbach Date: 11JI'J
Owner—Signature: �. �.�,��};`; � Date: q!l 7 {i 4
NEIGHBOR OR TENANT RELEASE STATEMENT (if applicable)
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 211
Assembly Point Rd.
I/We realize that putting the leaching system less than the required 100 feet from the well may increase the risk of
pollution.
Neighbor/Tenant—Print Name: Date:
Neighbor/Tenant-Signature: Date:
Septic Variance Application Revised February 2019
F
AUTHORIZATION AND SIGNATURE PAGE
This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site
visits, other permit responsibilities and agreement to provide documentation required.
Complete the following if the OWNER is using an Agent:
Owner's Name: Frank& Erin Steinbach
Designates: Dennis MacElroy as agent regarding the Septic Variance for
Tax Map#: 226.19-2-18
r�J
OWNER'S SIGNATURE: ?4j )c A' DATE:440_
Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic
design, storm drainage, etc. as determined by the Town Board of Health. Fees for engineering review services
will be charged directly to the applicant.
Authorization for Site Visits: By signing this page and submitting the application materials attached herein, the
Owner, Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code
Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the
application submitted.
Please Note: Other permits may be required for construction or alteration activity subsequent to approval by
the Town Board of Health. It is the applicant's responsibility to obtain any additional permits.
Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated
stenographer tape record the proceedings of the meetings resulting from the application, and that the
minutes transcribed from those tapes constitute the official record of all proceedings. If there is a discrepancy
between such record and the handwritten minutes taken by the designated stenographer, the handwritten
minutes shall be deemed the official record.
I, the undersigned, have thoroughly read and understand the instructions for submission; agree to the
submission requirements and completed checklist:
OWNER—PRINT NAME: Frank/Erin Stei bach
OWNER—SIGNATURE: ( DATE: 2 September8, 2019
AGENT—PRINT NAME: Dennis MacElroy
AGENT—SIGNATURE: 7"1/ DATE: September 28, 2019
Septic Variance Application Revised February 2019
PROPOSED SITE IMPROVEMENTS FOR THE �.
" PROJECT SITE
STEINBACH RESIDENC
APPLICANT:
FRANK & ERIN STEINBACH
LOCATED AT 211 ASSEMBLY POINT ROAD r
TOWN OF QUEENSBURY o
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SCALD � N sPPE VICINITY ItAP U � N
WALL 1' - SW
NOTE@ FW- Z Z W
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ALL PARCELS SHOWN ARE WITHIN WR ZONE Q m
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DRAWING INDEX w a N
~ w (U
SHEET NO. DRAWING TITLE rn
S-1 COVER SHEET N
S-2 EXISTING CONDITIONS w W co N
V 3 VARIANCE PLANS w N N
S_4 WASTEWATER DETAILS v 0 V N rn a
X S 5 ENHANCED TREATMENT DETAILS g a Z a W N z
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a L W Q Z
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acn � cv � F- W
(n
RECORD OF WORK DATE BY a
SUBMITTAL TO TOWN Bm 9/30/19 DM Qp
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SCALE: w
AS NOTED
SHEET TITLE:
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COVERSHEET W
W
Z
SHEET NO.
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S-1 a
0
GRAPHIC SCALE
T ;
20 15 10 5 0 20 40 SO
(IN FEET)
1 INCH = 20 FT.
_ o t 4111 t
Iron Pipe Found ' Z
m
HOUSE Paved I
Parking
w
} Y rn
11 N
APPROXIMATE Lands N/F of The Carte Camp, LLC '� Q > It
N
LOCATION OF WELL (46141105) Iron Pipe Found C) ()
•O • N N� Iron Pipe Found •«•p».«.«.woo w
.«. ». ..e Red9rt W Z Wo0 w
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• a�eiR•I't• • ! —F� ppe °d et .N 3: T- W
Lands N/F of Sounder • N • • w O W Q F" m
Iron Pipe Fa • —� ry Q, �— un
(929/235) • • • • M 3 a00
SHORE COLONY WATER • CA Q ,^
DISTRICT • DECK 222'
• SHOWER Concrete N
OUTDOOR Steps
Z co
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1 f • TP#1 I WLU
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- O ' •: •• • • N • W 0D 1 N
• DPT#2 Area = 9138E sf ® — DECK Paved Q U If � T
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• �`v I Parking 61 . J Q Z ~ Z 6 Q
APPROXIMATE • I I d a W N
Concret
LOCATION OF I� J O ti
WATER SERVICE D r Ref. W Magnetic Scding m 1
VALVE AREA OF REPORTED _—� _ o Q Z Q Z
• PT 1 �--158 under pave t W LL W Li
Li
PTV
Rod Set EXISTING SEPTIC SYSTEM LL rn
• l Capped Rod Set (n N Q a
TP#2 ®.- • • • • Utility Pole
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• • • • • • M • • • 0. H Q Z Ln
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161 . 2 O Capped Rod Set O W 3
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SOIL DATA: � PP �
Capped Rod Set d TN OO Z
THE FOLLOWING TEST PITS WERE PERFORMED ON SEPTEMBER 18, 2019 AND WERE OBSERVED BY W
ENVIRONMENTAL DESIGN PARTNERSHIP, LLP: HOUSE RECORD RECORD OF WORK DATE BY a
0(�1 6" ORGANIC MA7ER/AL/ TOPSOIL SUBMITTAL TO TOWN 80H 9/30/19 DM C3
6" - 48" BROWN MEDIUM SAND WITH SOME COBBLE AND GRAVEL
48"-60" BROWN MED SAND & GRAVEL MIX (OUTSIDE FILL) w H
NO SEASONAL HIGH GROUNDWATER OBSERVED 0 I Z
0
2 ICL
O" - 6" ORGANIC MATERIAL/ TOPSOIL >-
6" - 24" LIGHT BROWN MEDIUM SAND WITH SOME SILT -j
(5001175)i f F N/ o Graziano 24"-90" LIGHT BROWN MEDIUM SAND KITH SOME SILT, COMPACT Lands SCALE: w
NO SEASONAL HIGH GROUNDWATER OBSERVED
SHORE COLONY WATER 11 _ 20�
DISTRICT & LAKE WATER
THE FOLLOWING PERCOLATION TESTS WERE PERFORMED ON SEPTEMBER 18. 2019 AND WERE OBSERVED BY SUPPLY
ENVIRONMENTAL DESIGN PARTNERSHIP, LLP:
SHEET TITLE: �
EIA
EXISTING Z
Z SLOWEST PERCOLATION RATE=13.0 M/N./lN. - —
W
CONDITIONS o
SLOWEST PERCOLATION RATE=3.2 MIMAN. W
AMP R£F£R£ArC£: SHEET NO.
o!
MAP OF A SURVEY FOR ERIN STEINBACH SITUATE IN TOWN OF OUEENSBURY COUNTY OF WARREN STATE
OF NEW YORK" BY D.I. DICKINSON ASSOCIATES DATED AUGUST 28, 2019. S-2 3
C3
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VARIANCET:REQUEST :, ,
THE PROPOSED PROJECT INVOLVING THE CONSTRUCTION OF A REPLACEMENT �• Vt LL
WASTEWATER SYSTEM FOR THE RESIDENCE AT 211 ASSEMBLY POINT RD. WILL f/
REQUIRE VARIANCES FROM CERTAIN SETBACK STANDARDS. BASED ON THE ! G
PROPOSED LOCA77ON OF THE SYSTEMS ABSORPTION FIELD THE FOLLOWING THREE
VARIANCES ARE REQUESTED:
V-1: ABSORP77ON FIELD SETBACK TO WELL -70' REQUESTED VS. THE 100'
REQUIRED
V-2: A13SORP71ON FIELD SETBACK TO e(WEST) -3' REQUESTED VS. THE 10'
REQUIRED 7
V-3: ABSORP7ION FIELD SETBACK TO e(SOUTH) -3' REQUESTED VS. THE 10' �% Z ivv-v
REQUIRED
N07E THAT EACH VARIANCE INVOLVES A DIFFERENT NEIGHBORING PROPERTY WITH /HOUSE Paved
THE PROPERTY LINE SETBACKS RESUL71NG FROM AN EFFORT TO MAXIMIZE THE j� Parking 3 _
ABSORP77ON FIELD SETBACK TO THE NEIGHBORING WELL.
a `
W
II O N
APPROXIMATE Lands N/F of The Carte Camp, LLC
LOCATION OF WELL (46141105) Iron Pipe Found C) (� N
Iron Pipe Found •••• ••••••••"•••• •••• •••••�• W Z W
N .». »0 4.. »•..?�..eapp�tr Red get Z W
OCapped Rod Set appe od et .� >
N Q W Q
Lands (29�23 W
5�Unders Iron Pipe Found
10' (n
1.5• DISTRIBUTION M ANIFOLD 4• PVC SDR-35 BUILDU14G DECK a Q W
(EXTEND 1 FT BEYOND SEWER AT}•/Fr MIN SLOPE 222' �O N
LATERALS, �,) OUTDOOR SHOWER Concrete o
432 SF WASTEWATER CLARUS FUSION 450 ETU Steps
ABSORPTION AREA TANK. SEE DETAILS 00
C Z
� WC �
SALCOR 3-G W ' q. L = W ^/ I
UNIT WITHIN PUMP G LL. N
TANK (SEE DETAIL) W
1 Q I
19
`o = 9138E sf -- DECK Paved Q
W Parkin J Q Z CL CD
3 g W } W N
ConUj
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V-2 i n a , 2• Pvc SOR-21 FORCE O OO 000, I ' RC CrCt a/ ry M m O
MAIN LL
' a t 1 Magnetic Scding Z Q CY Z
C p a Rod Set 1,000 PREP — 75.8 under pave t W O —' W LL
CONCRETE PUMP TANK (Capped Rod Set N W a
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V-3 3' 1�, -� �� Utility Pole a ~ � Z C
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I 10' Capped Rod Set/ 10' MIN. ti 0 Q
10 FT. SETBACK FROM I — // Capped Rod SetJ �
SEPTIC FIELD _� d U) N
O A 5' Easement in favor
r/ I of Lot 1, as per CONTRACTOR TO RELOCATE 3• WATER
1 I The Shore Colony" SERVICE TO AWNTNN �o' SEPARATION FROM HOUSE RECORD OF WORK DATE BY
Lands N/F of Sounders survey. SF FIELD SUBMITTAL TO TOWN BOH 9/30/19 0M
I S TI WATER LINE SEPARATION CAN NOT
(929/235) I i I BE MAINTAINED CONTRACTOR TO PLACE w
I II WATER SERVICE WITHIN 4• PVC CASING PIPE
li 2 I
I '
� I Lands N/F of Graziano (5001/75)
I SCALE:
I' II Iron Bathey 1 II — 201
IMarker Found
I SHEET TITLE:
GRAPHIC SCALE 1
- - VARIANCE PLAN
20 15 10 5 0 20 40 80 SHEET NO.
(IN FEET) �—�
1 INCH = 20 FT.
:4 1 °
WASTEWATER BASIS OF DESIGN
l f
DESIGN FLOW: 4 BEDROOMS
4 X 110 GPO = 440 GPD
ENHANCED TREATMENT
UNIT(ETU): CLARUS FUSION 450 FROM PUMP 2.5' (TYP.)
TANK
PUMP SYSTEM: DUPLEX EFFLUENT PUMPS (GOULD MODEL 3885) DISTRIBUTION
IN 1D00 GALLON CONCRETE PUMP TANK WITH
TIME DOSE CONTROL PANEL WE RHOMBUS - IFS SERIES) MANIFOLD
CONTROL PANEL TO BE LOCATED INSIDE OR OUTSIDE HOUSE BASED ON
OWNER PREFERENCE k SALCOR G-3 UV UNIT t, )
ABSORPTION FIELDS: EACH PUMP WILL DISCHARGE VIA A FORCE MAIN TO A ABSORPTION BED ADDITIONAL LATERALS a N� � .*''�4,
FOR DISPERSAL ABSORPTION FIELD WILL BE IN A BED CONFIGURATION
NTH AN AREA OF 432 SF (12' X 36' MIN.). DISTRIBUTION TO THE BED
WILL BE BY SMALL DIAMETER (11') LATERALS UNDER PRESSURE
ti
DISTRIBUTION.
EXTEND 1 Fi, ,\ s---------_— o
TYP. lu \ l
30" FRAME AND COVER TO BE PLAN VIEW }L Y O)
HEAVY DUTY PLASTIC FRAME AND PRECAST PLASTIC
COVER ASSEMBLY BY POLYLOK RISER BY POLYLOK OR 1 LL
OR EQUAL EQUAL AS NECESSARY 0
FIX FLOAT BRACKET LAYER OF FILTER FABRIC j O N
TO TOP OF TANK OR
RISER SECTION. O
BACKFlLL 12' f 2• r' > N
12' t 1.5' PERFORATED PIPE V >
_ _ PRECAST DIA ORIFICE
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• •� NOTE: 4 FT INTERVALS)
CONCRETE PUMP CHAMBER (1000 GAL L L
Ld J TIMER OPTIONAL SEPTIC
TANK) ASN NEEDED. PROOF -ORIFIORIFICCES TO E AT TOP OF PIPE WffH °; 12" OF STONE W m
CO GUIDE RAIL JUNCTI (3/4- TO 1-1/2" D . a%
OVERRIDE C
VI SYSTEM_ FLEXIBLE BOOT -INSTALL ONE ORIFICE AT PIPE BOTTOM io L
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s• FLOAT AOBE TO CONTROL PANEL \��\�/.\��\��\��\��\��\��\��\�� ��\��\��\� L�L ^ •"
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Y4 TURN BALL VALVE DRAIN BACK m 4 * 33TOOIMPERVIOUS LAYER((MIN.) V' M
VALVE FOR COLD CLIMATES L
AND SEASONAL APPLICATIONS
I—III Zoj
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15 t III Ili W ao
SEE OTE _ �- BALL CHECK VALVE r pl
TO DISTRIBUTIOAN
—I I I- cy 3
2' PVC FORCME I ABSORPTION BED V V °� m
ENABLERL pq
". NOT TO SCALE (A
III= SPR NGUNE OF PIPECRUSHED STONE (TYP.)
)TO ^ Z NLu
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SUBMERSIBLE EFFLUENT PU III I - 'L 1 uj } N
6' MIN CRUSHED STONE LL T/1
MODEL 3885 BY GOULDS PU LEVELING FOUNDATION — NOTE' WOR APPR _ -ALL PIPE CONNECTIONS TO USE N _IOVED E III— PRESSURE FITTINGS � I.L
— — _ rNDISNRBED,SUBGRADE-- —III=III- -CONTROL Q W Z ~
I I I I I I I- I II 1) I I f�I l I�I I I I I I I I I I-III— — DOSE ANELANE RHOMBUS TIME
0 O Q
SERIES OR EQUAL Lu LL w LL Ol
CC co 3
-FLOAT SETTINGS TO BE DETERMINED O L v/ O
H D DUPLEX PUMP PIT SYSTEM �G�UPR DURING WASTEWATER W 2 Q O
-IN UNIT TO BE WITHIN PUMP TANK. SEE T•L r W co
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NOT TO SCALE oEraL THIS SHEET SALCOR 3-G UNIT H O ¢m
REMOVABLE DISINFECTED WASTE a (}n TN
-
CAP TO FIELD
CONTROL rn
W/INDICATORS BOX
RECORD OF WORK DATE BY a
INFLUENT FROM SUBMITTAL TO TOWN BOH 9/30/19 DM 0
CLARUS TANK of
HANDLE FOR ~
REMOVAL Z
0
a
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J
W
4• PVC SCALE: w
INFLUENT EFFLUENT AS NOTED a
SHEET TITLE:
w
N U.V. LAMP IN QUARTZ TUBE WITH TEFLON WASTEWATER z
COATING INSIDE SUPPORT FRAME WITH GASKET PUMP TANK WITH SALCOR EFFLUENT PUMP PER j
UNIT INSIDE TANK ENGINEER. SEE DUPLEX DETAILS o
PUMP PIT DETAIL z
SHEET NO.
0SALCOR 3—G W UNIT PUMP TANK WITH UV UNIT INSIDE
NOT TO SCALE NOT TO SCALE S-4 3
C?J
LID AW
INSTALL ONE DEDICATED 115 VOLT,20 AMP LK !OQ
ISOLATED ELEMW CIRCUIT FROM THE MAIN
ELECTRICAL SERVICE TO FUSION PANEL INSTALL
A GROUND FAULT INTRRUF rER(GFI)EXTERIOR ME
OUTLET RODE TFE RISER WHERE THE
FUSION CONTROL PANEL CONTRACTOR/INSTALLER OOMFFR�15 L=TED•
MUST READ & FOLLOW INSTRUCTIONS
INSTALL ONE DEDICATED 115 VOLT, 20 AMP ISOLATED & PROCEDURES CONTAINED f10
ELECTRIC CIRCUIT FROM THE MAIN ELECTRICAL SERVICE IN CLARUS INSTALLATION MANUAL. Tmm
TO FUSION PANEL. INSTALL A GROUND FAULT UIE
INTERRUPTER (GFI) EXTERIOR OUTLET INSIDE THE RISER
DWELLING WHERE THE COMPRESSOR IS LOCATED. INSULATE TOP OF UNIT W/ Dm
RIGID FOAM INSULATION. REM ca1610 ""'
M UM HFH ME
DO NOT INSTALL UNDER DRIPLINE OF ROOF. R-8 PROTECTION REQUIRED UIE
INSTALL TUFTITE BOX MINIMUM. EXTEND RIGID y
ON STONE PAD, TO PROMOTE INSULATION 12" BEYOND
DRAINAGE AWAY FROM COMPRESSOR. TANK ON ALL SIDES
AIR COMPRESSOR INSULATED LID TYP.
24'x 18"x 6" THICK STONE PAD INSTALL THE FUSION WITH
ONE 6-INCH RISER TO BRING
THE LIDS TO GRADE. TYP. AIR ONES TO FUSION
3/4"0 SCD 40 PVC
APPLY TWO BEADS OF SILICONE SEALANT OR APPROVED EQUAL
FULLY AROUND EACH RISER SECTION PRIOR
CLEANOUT TO SECURING WITH SUPPLIED SCREWS. TYP. N
TO PUMP TANK W
BUILDING SUITABLE GRANULAR MATERIAL SHALL �H
SEWER LINE AIR LINES TO FUSION BE PLACED ON THE SIDES OF THE C Q
3/4'0 SCD 40 PVC FUSION UNIT TO BRING THELi
OR APPROVED EQUAL FUSION TREATMENT UNIT SURROUNDING GROUND TO GRADE. ](44AIR
UFTITE BOX PLACED
--- CONCRETE ANCHORING AS SHOWN WHEN N STONE PAD, TO W
--- ---- - -- - ROMOTE DRAINAGE AWAY L
FUSION VENTS THROUGH HOUSE VENT. IF HOUSE REQUIRED IN HIGH WATER TABLE AREAS. ROM COMPRESSOR. DO NOT r
VENT IS NOT IN PLACE OR EXISTING VENT SYSTEM SEE FUSION OWNER'S MANUAL FOR MORE INSTALL UNDER DRIPLINE OF U)
DOES NOT MEET THE BUILDING CODE AND THE FUSION INFORMATION. CONSULT SPECIFYING Q
ENGINEER FOR REQUIREMENTS COMPRESSOR
MANUFATURER'S RECOMMENDATION & REQUIREMENTS, PATIO BLOCKS
A SEPARATE VENT MUST BE INSTALLED TANK EXCAVATION SHALL EXTEND CAPILLARY AIR LINES
12-18•+ONGER AND WIDER THAN TO CONTROL PANEL �—
TANK. PAD FUSION SHALL BE PLACED ON 6•+-AYER OF WASHED Z
BROKEN STONE (1/4 - 1/2 "0) ® LEVELED TO FUSION 450 TANK MEASURES AIR ONES TO FUSON. C
WITHIN 1/8-INCH SIDE TO SIDE AND END TO END. 85t x 44••x 62'H 3/4"0 SCD 40 PVC L
OR APPROVED EQUAL
CLARUS FUSION 450 QUAIS v V
NOT TO SCALE Q ■
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a m
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W LL .
0WW �
FUSION
I'ANFL
t1w our O
tw R a
RECORD OF WORK
sMNONm DD 3 RISER SUBMITTAL TO TOWN BOH
110 V TO FUMTS
110 V m PUMP OR
10V
IISTALL RISER WATERTI,YR W/
I'my SIEU INSIDE a" SCALE:
BLOW OR&'=S I - / AS N(
20 AMP CRCUrr WASFIED COMPACTED MVEIJ ALAN
FROM POWER PANEL 110 V m CONTROL FLOAT SHEET TITLE:
TO FUSION PANEL 110 v m PUMP
CDMI-RESSM AR M FUSION UNIT E N H A
FUSION 450 & UV UNIT WIRING DETAIL REATMEf�
NOT TO SCALE
SHEET NO.
C