1.2 1.2
WASTEWATER-SEWERIAPPROVE\Spawn—Replacement-Absorption Field to Lanes and Well—ETU System-In APA-4-18-2022
RESOLUTION APPROVING MICHAEL CRAFT'S APPLICATION FOR
SANITARY SEWAGE DISPOSAL VARIANCES
RESOLUTION NO.: 12022
INTRODUCED BY:
WHO MOVED ITS ADOPTION
SECONDED BY:
WHEREAS, Michael Craft(Applicant) filed an application for variances from provisions of the
Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to make modifications to an
existing septic system with components proposed to be located as follows:
1. dispersal location to be 55' from the neighbor's drinking water well in lieu of the
required 100' setback;
2. dispersal location to be 6' from the property line in lieu of the required 10' setback;
3. dispersal location to be 5' from the dwelling which does not have a basement in lieu of
the required 20' setback;
4. treatment tank and pumping station to be 3' from the dwelling in lieu of the required
10' setback; and
5. treatment tank and pumping station to be 2.8' from the property line in lieu of the
required 10' setback;
on property located at 309 Cleverdale Road in the Town of Queensbury, and
WHEREAS, the Town Clerk's Office published the Notice of Public Hearing in the Town's
official newspaper and the Local Board of Health duly conducted a public hearing concerning the
variance requests on Monday, May 2nd, 2022, and
WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners
within 500 feet of the subject property,
NOW, THEREFORE, BE IT
RESOLVED,that
1. due to the nature of the variances, the Local Board of Health determines that the
variances would not be materially detrimental to the purposes and objectives of this
Ordinance or other adjoining properties nor otherwise conflict with the purpose and
objectives of any Town plan or policy; and
2. the Local Board of Health finds that the granting of the variances is necessary for the
reasonable use of the land and are the minimum variances which would alleviate the
specific unnecessary hardship found by the Local Board of Health to affect the
Applicant; and
BE IT FURTHER,
RESOLVED, that the Local Board of Health hereby approves the application of Michael Craft
for variances from the Town's On-Site Sewage Disposal Ordinance to make modifications to an
existing septic system with components proposed to be located as follows:
1. dispersal location to be 55' from the neighbor's drinking water well in lieu of the
required 100' setback;
2. dispersal location to be 6' from the property line in lieu of the required 10' setback;
3. dispersal location to be 5' from the dwelling which does not have a basement in lieu of
the required 20' setback;
4. treatment tank and pumping station to be 3' from the dwelling in lieu of the required
10' setback; and
5. treatment tank and pumping station to be 2.8' from the property line in lieu of the
required 10' setback;
on property located at 309 Cleverdale Road in the Town of Queensbury and bearing Tax Map No:
226.12-1-9, and
BE IT FURTHER,
RESOLVED, that the Enhanced Treatment Unit (ETU) shall be maintained by the property
owner in accordance with the manufacturer's recommendations for the life of the system, and
BE IT FURTHER,
RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by
certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and
BE IT FURTHER,
RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice
to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency during
such period.
Duly adopted this 2nd day of May, 2022,by the following vote:
AYES
NOES
ABSENT:
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FIGURE 1 - SITE LOCATION MAP & DRAWINGS INDEX U O Z 00 -1 Z
FIGURE 2 - REPLACEMENT SEPTIC PLAN W W Z O
FIGURE 3 - SELECT DETAILS 4 C3 J
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FIGURE 4 - SELECT DETAILS O W O
FIGURE 5 - SELECT DETAILS J N J
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05_NENY FIGURE 6 - SYSTEM 5PECIFICATIONS O
,gyp.`off.,rauRp��,P FIGURE 7 - SYSTEM SPECIFICATIONS CONTINUED w w
t tr. rt, i FIGURE 8 - BSF SPECIFICATIONS
FILE NUMBER
mj FIGURE 9 - GENERAL CONSTRUCTION NOTES EEM2020-077
FdA nrseu2 ��`' 10-15r2020
ROFfS510yP FIGURE N0.
1
PROJECT BASIS OF DESIGN 0
NORTH
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DWW THIS PLAN INCLUDES INFORMATION PERTAINING TO PROPOSED
W
[west] MODIFICATIONS TO AN EXISTING SEPTIC SYSTEM. PLANS SPECIFY wl C
3 lackey road REPLACING A CESSPOOL THAT WAS INSTALLED IN 1920 AND IS
OWNER: bruce checkla LOCATED UNDER THE EXISTING DWELLING WITH AN ENHANCED CID
0=3
N
tax id: 226.12-1-28 TREATMENT UNIT AND BOTTOMLESS SAND FILTER. THIS SYSTEM
drinking water: well located/ WILL HANDLE ALL THE WASTEWATER GENERATED FROM THE Z
100' away DWELLING. NO ADDITIONAL BEDROOMS ARE BEING PROPOSED.
0
10, 17 10,
THIS PROPOSED SYSTEM INCLUDES ENHANCED TREATMENT USING A
— CLARUS FUSION. THE TREATED EFFLUENT IS SUBJECTED TO W
ULTRA VIOLET LIGHT TO PROVIDE DISINFECTION. THE DISINFECTED W
EFFLUENT IS FILTERED THROUGH A BED OF SAND IN A z 00
0)
T- BOTTOMLESS SAND FILTER. THIS DESIGN FOR AN OWTS, TO THE
BEST EXTENT POSSIBLE, TREATS THE WASTEWATER SO THE —19
o�t
THREAT OF ENVIRONMENTAL IMPACT HAS BEEN MITIGATED. THIS to
U) BSF N
SYSTEM WILL HANDLE ALL THE WASTEWATER GENERATED AT THE Z
PORTION OF DWELLING COTTAGE. NO ADDITIONAL BEDROOMS ARE BEING PROPOSED.
TO BE REMOVED I U) 1 750 GALLON THE EXISTING STRUCTURE HAS 5 BEDROOMS. THE PORTION OF owc 1
2.8' PLASTIC PUMP TANK THE BUILDING THAT WILL BE REMOVED TO ACCOMMODATE
EXISTING CESSPOOL W/ STEP VAULT PLACEMENT OF A SEPTIC SYSTEM IS CURRENTLY A BEDROOM. 0
00
[south] 2' UV LIGHT THE RENOVATED DWELLING WILL HAVE 4 BEDROOMS. THE Z Lj
307 cleverdale road 0 ADDITION THAT WILL BE REMOVED DOES NOT HAVE A SUBSURFACE fy
'--450 FUSION ETU FOUNDATION. THE STRUCTURE SITS ON CONCRETE BLOCKS. Of z
OWNER: charles eafrato <
tax id: 226.12-1-8 h I I 0 3:
drinking water: well located 55' 4 BEDROOM ALL PLUMBING FIXTURES WILL BE LOW FLOW (TOILETS, SINKS, AND >-
COTTAGE SHOWERS) WITH A DAILY DESIGN FLOW OF 110 GPD/BEDROOM. 3: 0 CL
from owts [north] W 0 C14
311 cleverdale road DESIGN FLOW 110 GALLONS PER BEDROOM X 4 BEDROOMS -- 440
7- >- C14 0
OWNER: iris bray GALLONS PER DAY; NO GARBAGE GRINDER.
L, Z F-
21' tax id: 226.12-1-10 0 ::) LA-1 y CL
drinking water: cleverdale < ZD X
water company THIS DESIGN SPECIFIES THE INSTALLATION OF A CLARUS FUSION M 0 IY LLJ 0 W
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Dw ZF450 ENHANCED TREATMENT UNIT. THE FUSION ZF 450 IS AN
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NSF STANDARD 40 APPROVED CLASS I SYSTEM WITH A 450 GPD L'i
drinking water: I TREATMENT CAPACITY. O >- Ld LLJ
cleverdale water I O z< z Z
company I USE BOTTOMLESS SAND FILTER (BSF) FOR FINAL DISPERSAL OF <'n Q N bi
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FUSION EFFLUENT. BSF SHALL BE CONSTRUCTED IN ACCORDANCE 0 C) V) 00 -j
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WITH THESE SPECIFICATIONS AND THE METHODOLOGY PRESENTED Z W 5; W
CLEVERDALE ROAD IN THE RHODE ISLAND DEPARTMENT OF ENVIRONMENTAL Ld Lj z
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MANAGEMENT DOCUMENT ENTITLED "GUIDELINES FOR THE DESIGN <
AND USE OF BOTTOMLESS SAND FILTERS", DATED NOVEMBER 2013. 0r
[east] LLJ ILL CL
308 cleverdale road 0 Uj> 0
OWNER: robert tarrant -j Z ry
tax id: 226.12-1-82
drinking water: cleverdale O-
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water company
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REPLACEMENT SEPTIC PLAN FILE NUMBER
EEM2020-077
DATE
I"=20' 3-27-2022
FIGURE NO.
2
U
CONiRACTORnNSTAEER 22.5"
MUST READ&FOLLOW IN CTIONS&
.'I.CONTROL PANEL INSTALL 1111 DEDICATED III VOLT,20 AMP 1. PROCEDURE CONTAINED
............... CIRCUIT FROM THE MAIN ELECTRICAL.SERVICE TO FUSION PANEL I"CA
IIITALLAIION MANUAL
INSTALL A GROUND
FAULT INT=GFII)S LAC ATM.OU 7
- —---------- INSIDE THE RISER WHERE THE ATM. INSULATE TOP OF UNIT W/
0 RIGID FOAM INSULATION.
00 NOT INSTALL UNDER DRIPLINE OF ROOF, R-8 PROTECTION REQUIRED
MINIMUM.EXTEND ROD
INSTALL TUFDTE BOX I
NSULATION Ir BEYOND TANK TILIFTITE BOX PLACED
ON STORE PAD,TO PROMOTE ON ALL SIDES
DRAINAGE AWAY FROM COMPRESSOR. ON STONE PAD,TO PROMOTE
AIR COMPRESSOR
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ULn
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INSULATED UD Ir DRAINAGE AWAY FROM COMPRESSOR.
,2ex Ilrx 6'THICK STONE PAD E 0 RIESS'
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6-91.R.TO BRING THE LIDS UNDER DRIPUNE OF ROOF.
70 WADE.1r. (t?!/ w
APPLY TWO BEADS OF SILICONE SEALANT FULLY AIR COMPRESSOR
P'TO BLOCKS
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AROUND EACH RISER SECTION PRIOR TO SECURING PATIO BLOCKS
OLMEMANOUT WTH SUPPLIED SCREWS.TYP. 0)
OUTLET z 00
CAPILLARY AIR LINES--- CD
TO CON L
BUILDING SUITABLE GRANULAR MATERIAL SHALL BE CONTROL PANEL
SEWER LINE AIR LINES M FUSION hi PLACED ONE SIDES OF THE FUSION UNIT STONE PAD
TO BFUN THE SURROUNDING GROUND TO c"I
�4; FUSION TREATMENT UNIT GRAM
3 0 IT 40 PVC Z OR ROVED EQUAL LINES TO FUSION.
CONCRETE ANCHORING AS SHOWN WHEN 3/4-0 SCD 40 PVC
FUSION VENTS THROUGH HOUSE VENT IF HOUSE VEPIT IS NOT REQUIRED IN HIGH WATER TABLE AREAS SEE OR APPROVED EQUAL W
IN PLACE OR EXISTINGVENT SYSTEM DOES NOT MEET THE FUSON OWNER'S MANUAL FOR MORE
INFORMIAAON CONSULT SPECIFYING ENGINEER
BUILDING CODE AND THE FUSION MANUFATURERS FOR REQUIREMENTS
RECOMMENDA"D It REQUIREMENTS.A SEPARATE VERY MUST
BE INSTALLED ON TANK EXCAVATION SHAU. AIR COMPRESSOR INSTALLATION
EXTEND 12-IS'LONGER AND WIDER 0
THAN TANK 00 Z
-FUSION SHALL BE PLACED ON G'LAYER OF WASHED BROKEN NTS uj
STONE(1�4D-END/2�0U.LEVELED TO WITHIN 1/8-INCH SIDEFUSION 450 TANK MEASURES 851,
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FUSION 450 TYPICAL PROFILE
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INSTALL ONE DEDICATED 115 VOLT.20 AMP UNE BLOW Of
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ELECTRICAL SERVICE TO FUSION PANEL INSTALL POKR F-(,) 0 >- UJ
A GROUND FAULT INTERRUPTER(GFI)EXTERIOR COAD F-:Z1
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OUTLET INSIDE THE RISER V44ERE THE W PANEL 0 LLJ
COMPRESSOR IS LOCATED. L�j
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3/4-0 SCD 40 PVC FILE NUMBER
OR APPROVED EQUAL EEM2020-077
DATE
FUSION 450 DIMENSIONS & EXCAVATION DETAILS 10-15-209
NTS FUSION 450 AIR COMPRESSOR DETAILS FIGURE N0.
NTS 3
N
HORIZONTAL STRUCTURAL REINFORCING GAS (TOP) / LIQUID (BOTTOM) --ROAD OR DRIVEWAY MATERIAL J
RIBS (FULL CIRCUMFERENCE) PASS-THRU SLOT INSIDE TANK all
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(4 TYPICAL) ♦•.SCHD Q RISER .�
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1-1/C-4Y PIPE
(2 TYPICAL) HAUCHING, C6wFEOlION
CLASS II OR III �' W
v MIN. 3'-6•BEDDING
CLASS II a IH W
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4.25" PIPE SLEEVE DETAIL UV LIGHT DETAIL N
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LENGTH = 103" Z
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INLET PORT OPENING OPENING OUTLET PORT t OR POSTS AND PLr�xnoo 00
DIA. 24" I.D. DIA. Z
W
INV IN. - ACCESS RISER t LJO AS PER SPECS Y Of
INV DUT JUNCTION BOX SECURE EXCESS CORDAGE CG Q
(FOR FILTER REMOVAL) O 3:
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II UV LIGHT W�`' � - FROM PUMP TO STUB OUTSIDE RISER �r O CJ
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STEP o CONDUIT in ...-- AND PIPE SEAL) Z >_ c"I U)
_ ro v HANGER PIPES J
w VAULT _Y - .6 W>:Z F-
_ �TOP OF FILTER TANK FILTERED EFFLUENT 0 TOP OF SEPTICQ= O W Q
TOP OF FIwOAT TREE OR PUMP TANK F-m (..)
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2/3 TANK LENGTH 1-------------- Al ARM FLOAT I___ SEE SYSTEM SPECIFICATIONS HIGH WATER
HORIZONTAL STRUCTURAL EVEN v6TH,oR BELOW 6TET Q Z
REINFORCING RIBS (FULL ROTH MUItiTcnK -' z -TfM€FB�%3RIDE FLOAT <0 N Lil U
500 GALLON/MODEL RMT-750 �'Q DO J ui
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CIRCUMFERENCE) 750 GALLON DESIGN CAPACITY T/6'WEEP HOLE CO O co W _J
1,007 GALLON TOTAL CAPACITY m in [C Z
360 POUNDS DRY WEIGHT - LOW CVTWT FLOAT W '� W
750 GALLON PLASTIC PUMP TANK HANGER PIPPESO g - INLI�'CE�YEL -- Q cy-Z) J
PUMP VAULT TOP NEW CLARUS EFFLUENT J
NTS TURBINE PUMPS) (L W
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OF NEry c�i U �.'
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EGTH FROM CLIACLAMP0
17.12 O LN
I(;� TF' FORT cIMTCH DETAIL 5" O Fry
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FILE NUMBER
STEP VAULT DETAIL EEM2DA0-077
TE
ESSOA
10-15-2020
NTS F
IGURE NO.
4
PLACE 3'OF 3/8"WASHED PEA STONE U
FINISHED TOP SURFACE SHOULD BE+/-T"DOWN FROM TOP OVER THE SAND. INSTALL DISTRIBUTION
OF WALLS.BSF SHALL NOT BE COVERED WITH ANY OTHER LATERALS. PLACE 6"TO 8'ADDITIONAL J
MATERIAL THAT WOULD RESTRICT THE EXCHANGE OF OXYGEN PEA STONE TO
COVER DISTRIBUTION
WITH THE SURFACE. LATERALS,AND VALVE BOXES.TOP OF CT
VALVE BOXES SHALL BE t1"BELOW SIDES n
OF BSF. LL
CONTINUOUS 2"THICK RIGID INSULATION USE PVC CLASS 200 MINIMUM FOR DISTRIBUTION MANIFOLD. LATERALS SHALL
BOARD,AND 45 MIL POLYPROPYLENE BE i'SCHEDULE 40 PVC SPACED AS SPECIFIED. USE DRILLED ORIFICES SIZED C
MEMBRANE.THE INSTALLED LINER MUST &PLACED AS PER DETAILS AND SPECS. LATERALS SHALL BE INSTALLED NTH pT
BE WATER TIGHT.INSULATION SHALL BE ALL HOLES POINTED DOWN EXCEPT LAST ORIFICE IN EACH LATERAL POINTS UP. C
TIGHT TO TIMBERS OR MASONRY UNITS. USE CLARUS MODEL 5055-0006 SLOTTED ORIFICE CAPS TO PROTECT THE () N
INSTALL(2)45-DEGREE BENDS WITH THREADED CAPS DRILLED ORIFACES.
SET LEVEL
TIMBERS AT THE ENDS OF EACH LATERAL 90 DEGREE BENDS PLACE 24"OF SAND MEDIA MEETING ASTM C-33LACE ALONG EDGES
IN — C
SET LEVEL&PLUMB. ARE NOT ACCEPTABLE.CLEANOUTS SHALL BE PLACED BSF IN LEVEL 8"THICK LIFTS. PRESS IN-PLACE ALONG EDGES TO O
IN 6-INCH DIAMETER VALVE BOXES CLARUS MODEL REMOVE VOIDS.CONTRACTOR WALL PROVIDE CERTS ON SAND USED (}�
5056-0006.VALVE BOX SHALL BE tT"BELOW SIDES TO ENGINEER BEFORE PURCHASING OR TRANSPORTING ANY SAND
NEW FINISHED GRADE OF BSF.SEE FLUSH VALVE ASSEMBLY DETAIL TO JOB SITE. I.I
-NEW FINISHED GRADE w
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EXISTING GRADE EXISTING GRADE
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SCH 40 PVC FORCE MAIN AS PER SPECS.
cr
EXCAVATE FOOTPRINT OF BSF BY REMOVING EXISTING SOD. PLACE ONE OR INSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF THE FILTER. INSULATE WHEN COVER FILL IS LESS THAN 3'. O
MORE COURSES OF WALL UNITS ALONG PERIMETER OF BSF SO TOP IS INSPECTION PORT SHALL BE CONSTRUCTED P 4"DIAMETER PVC(SDR 35 >_
TERRACED LEVEL REMAINING COURSES WILL BE BUILT UP ABOVE GRADE. MINIMUM)PERFORATED PIPING WRAPPED IN FILTER FABRIC. WELL SHALL SLOPE PVC PIPE 1/8"PER FT AWAY FROM SAND LL O
SCARIFY 3"OF SURFICIAL MATERIAL INSIDE BSF AND BLEND WITH 3'OF SAND. EXTEND INTO THE NATIVE SOIL BENEATH THE BSF. FILTER. W O N
BOTTOMLESS SAND FILTER SECTION SPAUS 4* U)
M gg'IVNUAEF 6M(Ag��Y Ot�rQN7ER M E OI LA ziEAAL Z N V J
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SLOTS FOR DRAININ TOP OF VALVE BOXES NTS �'° as aRMME MELD(Tre) Q= = Ld O W � EQ�
T'SCHEDULE 40 MUST
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PVC LATERAL PI F- H W
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NPT CAP.HAND 1•PVC FEMALE x O W
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SLOTTED 06 I �ZOELLiEALVE R MODEL Q 0 N L V
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LATERAL DETAIL FLUSH VALVE ASSEMBLY a D
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FILE NUMBER
F i• DRILLED N TOP OD LATERALO
NEXT TOFORS VACUUMLAT S ARE �o> MDDIg
O,o �Ty9NL ,y4, BREAK AND MANIFOLD DRAINBACK __ 1p EM2O-O77 EDDATE
�B"Es skO 10-15-2020
COLD WEATHER ORIFICE SHIELD BOTTOMLESS SAND FILTER PLAN FIGURE No.
NTS NTSrJ
0
SYSTEM SPECIFICATIONS
DRINKING WATER IS SUPPLIED TO THE COTTAGE FROM THE CLEVERDALE SUBSURFACE SITE CONDITIONS IN THE PROPOSED AREA OF THE LL
WATER COMPANY WHO DRAWS WATER FROM LAKE GEORGE AT A LOCATION BOTTOMLESS SAND FILTER WILL BE VERIFIED AFTER A PORTION OF THE
THAT IS OVER 200 FEET FROM THE SUBJECT PROPERTY. POTABLE WATER DWELLING IS DEMOLISHED. THE MINIMUM DEPTH TO THE SEASONAL
IS PROVIDED TO THE NEIGHBORING PROPERTIES FROM THE FOLLOWING HIGH GROUNDWATER TABLE, AS OBSERVED BY THE VISUAL EVIDENCE
SOURCES: OF WET CONDITIONS OR MOTTLING, SHALL BE NOT LESS
THAN 12 INCHES BELOW EXISTING GRADE TO PROVIDE A MINIMUM 1277
PROPERTY TO THE NORTH IS 311 CLEVERDALE ROAD; WATER IS PROVIDED OF 36" OF VERTICAL SEPARATION TO THE DISCHARGE PIPING. fy
BY CLEVERDALE WATER COMPANY. VARIANCE REQUEST: w
PROPERTY TO THE EAST IS 308 CLEVERDALE ROAD; WATER IS PROVIDED w
BY CLEVERDALE WATER COMPANY. OWTS PROVIDES LESS THAN 100 FEET FROM NEIGHBORS DRILLED 0)
z 00
DRINKING WATER SUPPLY WELL; 19
PROPERTY TO THE SOUTH IS 307 CLEVERDALE ROAD; WATER IS PROVIDED
BY A DRILLED DRINKING WATER SUPPLY WELL LOCATED APPROXIMATELY 55 OWTS DISPERSAL AREA IS LESS THAN 20 FEET FROM THE DWELLING.
FEET FROM THE PROPOSED OWTS DISPERSAL AREA. THE STRUCTURE DOES NOT HAVE A SUBSURFACE BASEMENT; AND
PROPERTY TO THE WEST IS 3 LACKEY ROAD; WATER IS PROVIDED BY A TREATMENT TANK, PUMPING STATION, AND DISPERSAL AREA ARE LESS wc
DRILLED DRINKING WATER SUPPLY WELL LOCATED APPROXIMATELY 100 FEET THAN 10 FEET FROM THE PROPERTY LINE.
FROM THE PROPOSED OWTS DISPERSAL AREA.
00 Z
THIS OWTS PROVIDES PRE-TREATMENT, DISINFECTION VIA UV C'4 Lj
CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF THE PROFESSIONAL LIGHT, TIMED EQUALIZED DOSING, FINAL DISPERSAL IS ACCOMPLISHED
ENGINEER CERTIFYING THAT THE SYSTEM WAS INSTALLED IN SUBSTANTIAL
BY FILTERING THE WATER THRU A 24" DEEP BED OF WASHED COURSE <
ACCORDANCE WITH THE APPROVED DOCUMENTS. THESE PLANS HAVE BEEN 0 3: U)
PREPARED FOR THE USE BY THE CURRENT PROPERTY OWNER. SAND. THIS DESIGN FOR AN OWTS, TO THE BEST EXTENT POSSIBLE, 0 z
UNAUTHORIZED ALTERATION OR ADDITION OF THESE PLANS IS A VIOLATION TREATS THE WASTEWATER SO THE THREAT OF ENVIRONMENTAL IMPACT 0 0
HAS BEEN MITIGATED,
OF THE NEW YORK STATE EDUCATION LAW ARTICLE 145, SECTION 7209. Z >_ C-4
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DEEP TEST HOLES AND SOIL PERCOLATION TESTING HAS NOT BEEN
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INSTALL NEW BUILDING SEWER CONSTRUCTED OF 4" DIAMETER (D< =>Or m of Lli=) (5
0 Li 0
COMPLETED. DUE TO THE SMALL SIZE OF THE PROPERTY, A PORTION OF SCHEDULE 40 PVC OR EQUIVALENT PIPE WITH SOLVENT-WELDED V) LL.
THE DWELLING WILL BE DEMOLISHED IN ORDER TO PROVIDE SPACE FOR THE JOINTS, LAID AT MINIMUM GRADE OF 1/4 INCH PER FOOT. NO >_
o V)
PROPOSED OWTS. THIS PROPOSAL FOR A SEPTIC SYSTEM ASSUMES WORST 90-DEGREE FITTINGS SHALL BE USED. IF 45-DEGREE FITTINGS ARE Z' > ()
bi Li CASE SITE CONDITIONS. THE TYPE OF OWTS PROPOSED IS TYPICALLY USED USED THEY SHOULD BE FITTED WITH A CLEANOUT. z z UJ
AT SITES WITH THE MOST CHALLENGING SUBSURFACE CONDITIONS. THAT IS, Q o <
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POOR SOIL AND A HIGH WATER TABLE. NEITHER OF WHICH WE EXPECT AT G < M
THIS SITE GIVEN THE FACT THAT THE EXISTING OWTS HAS BEEN A INSTALL FUSION ZF 450 AT THE LOCATION SHOWN ON FIGURE 2 IN o o V)
cr Z 0_0
CESSPOOL SINCE .1920. THE CESSPOOL IS LOCATED UNDER A HALLWAY. ACCORDANCE WITH MANUFACTURES WRITTEN INSTALLATION Lli >
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THE CESSPOOL IS INACCESSIBLE AND HAS NEVER BEEN PUMPED. THE INSTRUCTIONS FOUND IN CLARUS DOCUMENT _j =)
CESSPOOL HAS REPORTEDLY NEVER BACKED UP. THE CESSPOOL DOES CL0056, DATED 2016. TREATMENT TANK SHALL BE PLACED < a
0 _3
NOT PROVIDE FOUL ODORS INSIDE THE STRUCTURE. ON 6" LAYER OF WASHED BROKEN STONE (1/4 - 1/2 INCH Of U- LJ `}-
DIAMETER) LEVELED TO WITHIN 1/8-INCH SIDE TO SIDE AND END TO o �2 0
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END. TANK EXCAVATION SHALL EXTEND 12-18" LONGER AND WIDER Z
0r NE* THAN TANK. FUSION 450 TANK MEASURES 85"L X 44"W
X 62'H. SUITABLE GRANULAR MATERIAL SHALL BE PLACED ON THE U4
SIDES OF THE FUSION UNIT TO BRING THE SURROUNDING GROUND TO NO
GRADE. INSTALL THE FUSION WITH A MINIMUM OF ONE 6-INCH RISER
FILE NUMBER
TO BRING THE LIDS TO GRADE.
EEM2020-077
DATE
3-27-2022
FIGURE NO
6
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SYSTEM SPECIFICATIONS CONTINUED J
INSTALL ONE DEDICATED 115 VOLT, 20 AMP ISOLATED ELECTRIC CIRCUIT USE SIMPLEX TIMED PANEL CLARUS MODEL 10-0684. EQUIPPED WITH U
FROM THE MAIN ELECTRICAL SERVICE TO FUSION PANEL. ALARM HORN AND LIGHT, ELAPSE TIME METER, CYCLE COUNTER, 0 Z a?
CIRCUIT BREAKER, AND MOTOR CONTACTOR. INSTALL TWO DEDICATED
FUSION EFFLUENT PIPING SHALL BE 4" DIAMETER SCHEDULE 40 PVC WITH ELECTRIC LINES FROM SEPARATE BREAKERS IN THE MAIN ELECTRICAL 4
SOLVENT-WELDED JOINTS, LAID AT MINIMUM GRADE OF 1/8 INCH PER FOOT SERVICE PANEL TO PUMP CONTROL PANEL. PUMP REQUIRES 1- 115
AND DISCHARGE INTO A 750 GALLON SINGLE COMPARTMENT TANK. ALL AC 20 AMP SERVICE CONNECTED WITH 12 AWG WIRES. FLOAT WIRES w
ALARM FLOAT REQUIRES INDEPENDENT
TANK ACCESS OPENINGS MUST HAVE 24" DIAMETER RISER AND COVER SHOULD BE SIZED AT 14 AWG. W THAT EXTEND TO THE SURFACE. TANK LIDS MAY BE COVERED WITH 15 AMP CIRCUIT. WIRE SHALL BE PLACED IN ELECTRICAL CONDUIT
AND JUNCTION BOX ASSEMBLY INSTALLED INSIDE PUMP RISER. Z OD
MULCH. APPROPRIATELY SIZED GROMMET SHALL BE USED TO MAKE A
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CONTRACTOR SHALL ANCHOR TANKS TO RESIST BUOYANCY, AS WATER-TIGHT CONNECTION. U� N
REQUIRED. TANKS SHALL BE PLACED ON 6-12" LAYER OF WASHED CONTROL PANEL SHOULD BE ATTACHED TO 2 - 4 X 4 POSTS OR AN owc
ZBROKEN STONE (1/4 - 1/2 INCH DIAMETER) OR PEA STONE AND EXTERIOR WALL AT 3-FEET ABOVE GRADE.
INSTALLED IN ACCORDANCE WITH THE MANUFACTURES RECOMMENDATIONS.
a- n
SET THE CONTROL PANEL TIMER SETTINGS SUCH THAT THE PUMP WILL
PUMPING STATION SHALL BE EQUIPPED CLARUS MODEL 5041-0048 00 z
RUN FOR THE TIME REQUIRED TO DELIVER 36 GALLONS OF WATER TO N w
FILTERED STEP SYSTEM VAULT. EFFLUENT PUMP SHALL BE it of
HORSEPOWER, 115 VOLT, CLARUS MODEL 5032-0005 4-STAGE EFFLUENT THE FINAL DISPERSAL LOCATION (APPROXIMATELY TWO MINUTES Y w Z
INCLUDING DRAIN BACK). THE PANEL SHALL BE SET TO DOSE ONCE ofQ
TURBINE SUBMERSIBLE PUMP. USE 1 1/4-INCH DIAMETER DISCHARGE PIPE o 3
ASSEMBLY MODEL 170-0182 CONSISTING OF PIPING, ELBOWS, FLEXIBLE PVC EVERY 2 HOURS. DURING STARTUP THE DOSE VOLUME SHALL BE > z
VERIFIED. 3 wo N 0
PIPING, UNION/BALL VALVE, PIPE SEAL. z N U
USE 1 �/4 INCH DIAMETER PRESSURE RATED PVC PIPE CONFORMING F
USE THREE MERCURY LEVEL SWITCHES SECURED TO VERTICAL FLOAT WITH ASTM D-2241 CLASS 200 BETWEEN PUMPING STATION AND BSF. w z I-- Y u)
ASSEMBLY CLARUS MODEL 10-1673. FLOATS SHALL BE SET AT THE O x 5 w Z
PIPING SHALL BE INSTALLED ON A BED OF SAND WITH 1/8-INCH/FOOT H m O - O
LEVELS SHOWN WITH A MINIMUM OF 23 INCHES OF SEPARATION BETWEEN m O _O
SLOPE FOR DRAIN BACK TO PUMPING STATION. AREAS OF FORCE F- }
THE HIGH WATER ALARM FLOAT AND THE TOP OF THE TANK TO PROVIDE O w I � (-
MAIN THAT DO NOT HAVE 4-FEET OF COVER SHALL HAVE A 2-INCH O w 3
ONE DAYS DESIGN FLOW ABOVE THE ALARM (REFER TO ROTH GLOBAL PIECE OF RIGID INSULATION PLACED OVER PIPING FOR FROST � } w w <
PLASTICS CAPACITY CHART FOR 750 GALLON TANK). PROTECTION. ALL PRESSURE JOINTS SHALL BE PRIMED AND t�O Q z V
CHEMICALLY FUSED. ¢ m N J W
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EEM2020-077
DATE
10-15-2020
RGFESS40�P FIGURE N0.
7
BSF SPECIFICATIONS J
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91
BSF SHALL MEASURE 17' LONG X 15' WIDE (OUTSIDE DIMENSIONS). BSF PLACE 24" OF SAND MEDIA MEETING ASTM C-33 REQUIREMENTS IN 0 a1
SHALL BE CONSTRUCTED OF 6" X 6" PRESSURE TREATED TIMBERS OR BSF IN LEVEL 8" THICK LIFTS. PRESS IN-PLACE ALONG EDGES TO Z Fn
MASONRY BLOCKS. THE INTERIOR OF THE BOX SHALL BE FACED REMOVE VOIDS. PLACE 3" OF 3/8" WASHED PEA STONE OVER THE Iy o
WITH 2" THICK RIGID INSULATION BOARD, AND 30 MIL POLYPROPYLENE SAND, INSTALL DISTRIBUTION LATERALS. PLACE 3" ADDITIONAL PEA
MEMBRANE. THE INSTALLED LINER MUST BE WATER TIGHT. ENGINEER STONE TO COVER DISTRIBUTION LATERALS. PLACE A BROAD WEAVE III
SHALL INSPECT FILTER BASE PRIOR TO PLACEMENT OF LINER. FILTER FABRIC OVER PEA STONE AND COVER WITH W
ADDITIONAL 2" THICK LAYER OF PEA STONE OR WOOD CHIPS. BSF rn
EXCAVATE FOOTPRINT OF BSF BY REMOVING EXISTING SOD. PLACE ONE SHALL NOT BE COVERED WITH ANY OTHER MATERIAL THAT WOULD Z 00
COURSE 6" X 6" LANDSCAPE TIMERS ALONG PERIMETER OF BSF SO TOP IS RESTRICT THE EXCHANGE OF OXYGEN WITH THE SURFACE. —4
FLUSH AND LEVEL WITH GRADE ALONG THE DOWNGRADIENT EDGE OF THE 9wa
O�BSF. REMAINING COURSES WILL BE BUILT UP ABOVE GRADE. BUILD EQUIPMENT USED TO CONSTRUCT BSF SHALL BE CLEANED TO PREVENTZ
ENCLOSURE WITH CORNERS JOINED WITH HALF LAP OR BUTT JOINTS CONTAMINATION OF FILTER SAND WITH FOREIGN GRAIN MATERIAL.
REINFORCED WITH REBAR PINS. SCARIFY 3"OF SURFICIAL MATERIAL INSIDE
BSF AND BLEND WITH 3" OF SAND. USE 1 1/4" DIAMETER PVC CLASS 200 MINIMUM FOR DISTRIBUTION o
PERIMETER STRIPPING AND EXCAVATION OF SOIL BENEATH THE NATIVE MANIFOLD. LATERALS SHALL BE 1" SCHEDULE 40 PVC PLACED 2' ON _0 w
CENTER. USE 1/8-INCH DIAMETER ORIFICES PLACED 2' APART.
Of
SOIL/FILTER SAND INTERFACE IS PROHIBITED. LATERALS SHALL BE INSTALLED WITH ALL HOLES POINTED DOWN Y
EXCEPT LAST ORIFICE IN EACH LATERAL POINT UP. USE CLARUS `t
USE 2X4 SUPPORT BOARDS AS NEEDED TO PREVENT CAVING OF THE MODEL 5055-0006 SLOTTED ORIFICE CAPS TO PROTECT THE 1/8-INCH o
ENCLOSURE WALLS DURING CONSTRUCTION. DIAMETER ORIFICES. w o ¢ Z
SAND MEDIA SHALL MEET REQUIREMENTS FOR ASTM C-33 SAND WITH AN INSTALL 90-DEGREE SWEEPS WITH THREADED CAPS AT THE ENDS OF Z F- N O
EFFECTIVE SIZE (D10) TO 0.3MM AND UNIFORMITY COEFFICIENT (D60/D10) EACH LATERAL. DO NOT USE SHORT 90-DEGREE ELBOWS. w
OF 3.0 TO 4.0. THE MAXIMUM ALLOWABLE PERCENTAGE OF FINES PASSING CLEANOUTS SHALL BE PLACED IN 6-INCH DIAMETER VALVE BOXES `t m O cr w O Q
THROUGH A NUMBER 200 SIEVE SHALL BE 1%. SAND MEDIA SHALL BE CLARUS MODEL 5056-0006. z v V
STOCKPILED (AT THE SITE OR SUPPLIERS YARD) AND SAMPLED BY THE w I — 3: W
ENGINEER FOR GRADATION ANALYSIS IN ACCORDANCE WITH ASTM D-136 INSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF THE F-a X z z (�
AND ASTM C-117 TO DEMONSTRATE COMPLIANCE WITH MATERIAL FILTER. INSPECTION PORT SHALL BE CONSTRUCTED OF 4" DIAMETER ILL 0 Z) N W
REQUIREMENTS. PVC (SDR 35 MINIMUM) PERFORATED PIPING WRAPPED IN FILTER ¢ M CL
FABRIC. WELL SHALL EXTEND INTO THE NATIVE SOIL BENEATH THE v z — > U)
BSF. J w z LL
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FILE NUMBER
EEM2020-077
DAE
Fop`�7J9e'� 10-15T2020
RGFESStOtyP� FIGURE NO.
8
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GENERAL CONSTRUCTION NOTES J
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ALL ELECTRICAL WORK SHALL BE COMPLETED BY A QUALIFIED ELECTRICIAN ALL SYSTEM COMPONENTS SHALL BE INSTALLED, OPERATED, AND
IN COMPLIANCE WITH THE NATIONAL ELECTRIC CODE, STATE CODE, AND MAINTAINED IN ACCORDANCE WITH EQUIPMENT MANUFACTURES 0
LOCAL CODES. RECOMMENDATIONS, DESIGN DRAWINGS, AND ALL STATE AND LOCAL
REGULATIONS. 0 Z
NO ROOF DRAINS, FOOTING DRAINS, OR WATER SOFTENING BACKWASH o
SHALL BE CONNECTED TO THE SYSTEM. CONSTRUCTION SHALL BE UNDER THE SUPERVISION OF THE PROFESSIONAL
ENGINEER CERTIFYING THAT THE SYSTEM WAS INSTALLED IN SUBSTANTIAL
ANY CURTAIN DRAINS MUST BE 15 FEET FROM THE DISPERSAL FIELD. ACCORDANCE WITH THE APPROVED DOCUMENTS.
LANDSCAPE - INSTALLER SHALL, TO THE EXTENT PRACTICAL, LIMIT NO GUARANTEE AS TO THE FUNCTIONALITY OR LIFE EXPECTANCY OF THE C = z
co
DISTURBANCE TO THE EXISTING VEGETATION INCLUDING MATURE TREES. OWTS IS WARRANTED OR IMPLIED BY THE ENGINEER. _
SOME TREE REMOVAL MAY BE NECESSARY HOWEVER, NO TREES SHALL BE 'y-
REMOVED WITHOUT THE OWNER'S EXPLICIT CONSENT. ALL AREAS THIS SEPTIC SYSTEM IS DESIGNED FOR USE WITH BIODEGRADABLE ow
N
DISTURBED BY THIS CONSTRUCTION SHALL BE COVERED WITH A MINIMUM PRODUCTS ONLY. USE OF ANY OTHER PRODUCTS MAY CAUSE PREMATUREZ u7
OF 4-INCHES OF TOPSOIL AND PROPERLY SEEDED TO GRASS AND FAILURE.
MULCHED.
CORRECTING MATERIAL/PRODUCT DEFICIENCIES IS THE RESPONSIBILITY OF �
SETTLING OF FINISHED LANDSCAPING IS LIKELY TO OCCUR AND MAY THE MANUFACTURE/SUPPLIER. WORKMANSHIP IS THE RESPONSIBILITY OF C
REQUIRE REGRADING IN A YEAR. THE INSTALLER. THE UNDERSIGNED ENGINEER DOES NOT GUARANTEE OR cv w
WARRANTEE EITHER OF THE ABOVE. Q H
SILT FENCE AND STRAW BALES SHALL BE INSTALLED AS NEEDED TO
PREVENT SOIL FROM WASHING AWAY FROM THE WORK AREA. THE ENTIRE WASTEWATER TREATMENT SYSTEM INCLUDING TANKS, PIPING, o z
RISERS, COMPONENTS, AND LIDS SHALL BE INSTALLED WATER-TIGHT. THE w o Z
THE CONTRACTOR SHALL CALL DIG SAFELY NEW YORK (1-800-962-7962) SYSTEM MAY BE TESTED FOR WATER TIGHTNESS. CONTRACTOR WILL w 0 d Z
AND HAVE THE PROPERTY OWNER LOCATE ANY ON-SITE UTILITIES PRIOR RE-INSTALL ANY EQUIPMENT/COMPONENT THAT IS NOT FOUND TO BE z I- N
TO INITIATION OF ANY CONSTRUCTION ACTIVITIES. ANY UNDERGROUND WATER TIGHT. TANKS SHALL BE INSTALLED AS NEEDED (TO BE w z I- Y
ELECTRICAL UTILITIES IN THE VICINITY OF THE OWTS DISPERSAL FIELD DETERMINED BY THE INSTALLER) TO RESIST BUOYANCY. q
m p w ()
SHALL BE RELOCATED AS NEEDED AT THE DISCRETION OF THE OWTS
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INSTALLER. SPECIFIED EQUIPMENT AND MATERIALS MAY BE REPLACED WITH O w I N
MAINTENANCE SHALL BE PERFORMED BY ONSITE EQUIPMENT, INC. IN ENGINEER—APPROVED EQUIVALENT EQUIPMENT OR MATERIALS. PROPOSALS v w Li �—
ACCORDANCE WITH THE EQUIPMENT MANUFACTURES RECOMMENDATIONS FOR PRODUCTS SEEKING APPROVED—EQUAL STATUS SHALL BE SUBMITTED �o ¢ z (/)
TO THE ENGINEER FOR REVIEW. ¢o N w Z
OUTLINED IN THE HOMEOWNER'S MANUAL (CLARUS DOCUMENT CL0056, v o N m O
DATED 2016). ONSITE EQUIPMENT, INC. HAS BEEN TRAINED TO PERFORM THESE PLANS HAVE BEEN PREPARED FOR THE USE BY THE CURRENT oc� zLli j (�
INSTALLATION, OPERATION & MAINTENANCE BY THE EQUIPMENT PROPERTY OWNER. UNAUTHORIZED ALTERATION OR ADDITION OF THESE J w w J
MANUFACTURE AND IS AN AUTHORIZED SERVICE PROVIDER. PLANS IS A VIOLATION OF THE NEW YORK STATE EDUCATION LAW ARTICLE
145, SECTION 7209. w w
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bizw Z
DOE NEn�y O� O a 'n
w O F- V
M
"F 0
_ FILE NUMBER
EEM2020-077
DAE
Fop oTy��a w`` 10-15T2020
ROFFSS40N� FIGURE N0.
9