1.4 1.4
WASTEWATER-SEWER\Set PUCraft—Dispersal Treatment Tank and pumping Station to Well Lanes and Dwelling—ETU—In APA-4-18-2022
RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL
VARIANCE APPLICATION OF MICHAEL CRAFT
RESOLUTION NO.: ,2022
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, Michael Craft has applied to the Local Board of Health for variances from
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,
NOW, THEREFORE, BE IT
RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing
on Monday, May 2nd, 2022 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road,
Queensbury, to consider Michael Craft's sewage disposal variance application concerning property
located at 309 Cleverdale Road in the Town of Queensbury (Tax Map No.: 226.12-1-9) 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 feet of the property as required by law.
Duly adopted this 18d'day of April, 2022,by the following vote:
AYES
NOES
ABSENT:
r SEPTIC VARIANCE Office Use Only
a Permit M.
P
- APPLICATION Permit Fee:$
Town of t�ucrns6urt*
Invoice M
742 Bay Road,Queensbury,NY 12804
P:518-761-8256 www.gueensbury.net Approvals:
SAO 11
Submittal: 1 (one) original&.8 copies of the completed application package ,.
PLEASE PRINT LEGIBLY ORTYPE, PLEASE INCLUDE AN EMAIL
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Section 1: Oki !a�: P 11 2Q22
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,f- `<,-"-,'QUEENSBURY •cs
Contact Information: ' r'CtERKSOFFICE
Property Owner(.): Michael Craft Owners Agent: Eric Murdock, P6 $
Address:.18 Zane Street. Address: PO Box 6265
Ellenville, NY 12420 Syracuse, NY 13217
Phone#: 845-647-9312 Phone#: 315-254-6891
Email: Email: eric@onsite-engineering.us
Section 2:
Site Information:
Site Address: 309 Cleverdale Road,Queensbury, NY 12804 Tax ID#: 226.12-1-9
Directions to Site. Near corner of Cleverdale Road and Lackey Road
Section 3:
Distance from well on property to septic system(if applicable) Cleverdale Water District feet
Section 4:
Is it possible to install a conforming septic system on this property? 0 Yes 0 No
If YES,please explain and attach a diagram:
Section 5-
Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring
properties? ❑Yes Q No If No,please explain: Site not large enough.Design provides 55'separation
Section 6:
Is the proposed system to be installed under a parking area? Yes Q No
Section 7•
Section of the Sanitary Sewage Ordinance from which you are seekingthe variance(i.e. leaching system will be 89 ft.
from well in lieu of required 100 ft.):SEE ATTACHED VARIANCE REQUESTS..
Septic Variance Application Revised December 2021
Re:Craft Septic Variance
Location:3O9Cleverda|e Rd,Queensbury;226.12-1-9
Section of the Sanitary Sewage Ordinance from which you are seeking the variance:
1, Dispersal location is 55 feet from the neighbors drinking water well (100 ft. is required)
2. Dispersal location is6 feet from the-property line (1O ft. is.required)
3. Dispersal location is 5 feet from the dwelling which does,not have a basement(20 ft. is required)
4. Treatment Tank and pumping station are 3 ft.from the dwelling(10 ft. is required)
5. Treatment Tank-and pumping station are 2.8 ft.from the property line /1Oft.imre�uir�d\
`
Section 8:
List the nacres,parcel addresses,and tax map numbers of all adjoining property owners. You may obtain this,
information from the Town of Queensbury's Assessor's Office:
North Name Iris Bray.
Address 311 Cleverdale Road, Queensbury, NY
Tax Map ID 226.12-1=10
South Name Charles Eafrato
Address 307 Cleverdale Road, Queensbury, NY
Tax Map ID 226.12=1-8
East Name Robert Tarrant
Address 308 Cleverdale Road, Queensbury, NY
Tax Map ID . 226.12-1-82
West Name Iris Bray
Address Mason Road
Tax Map ID 226.12-1-11
Section 9•
OWNER STATEMENT
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system iocated-at
309 Cleverdale Rd ;lAffe realize that putting the well,septic tank or leaching system less than the required 1W feet
from the`"iD`"mezw rA3Q7fikvwdaN iW may increase the risk of pollution.
Owner-;-Print Name:
Owner--signature. ` Date:. .: v�
section 10:
NEIGHBOR OR TENANT RELEASE STATEMENT(/f app/tcable)
I/We do hereby relieve the town of Queensbury from any liabilities on-the plumbing and septic system located at:
309 Cleverdale Rd ,I/We realize that putting the well,septic tank or leaching system less than the required IW feet
cor"I at 3d?Cleverdale Rd
from the may increase the risk of pollution.
Nelghbor/Tenant- Print Name: ' ) ENaRM
Neighbor/Tenant-Signature: Dater'
Septic Variance Application Revised December 2021
i
Neighbor/Tenant—Print Name:Charles Eafrato Date:
Neighbor/Tenant-Signature: Date:
I
NEIGHBOR OR TENANT RELEASE STATEMENT—Mason Road
I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at:309
Cleverdale Road,Queensbury,NY.
I/We realize that putting the leaching system less than the required 10 feet from the property line(proposed 6')may
increase the risk of pollution. /
Neighbor/Tenant—Print Name:Iris Bray !2 r S Date: / /
Neighbor/Tenant-Signature: Date: ✓ ^�
NEIGHBOR OR TENANT RELEASE STATEMENT—311 Cleverdale Road
I/We do hereby relieve the Town of Queensbury from any,liabilities on the plumbing and septic system located at:309
Cleverdale Road,Queensbury,NY.
I/We realize that putting the septic tank and pumping station 2-3'from the property line may increase the risk of
pollution.
Neighbor/Tenant—Print Name:Iris Bray I Date:
Neighbor/Tenant-Signature: Date:
PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION:
1. A location map showing the site within the Town of Queensbury
See attached engineered drawings.
2. A plot plan showing existing and proposed features of the property,including:
a. Lot dimensions
b. North arrow and scale:I inch=40 feet
c. Location&dimensions of existing and proposed buildings,showing setback distances and
uses
d. Parking layout to scale(if applicable)
e. Physical features(street,steep slopes, lakes,wetlands,etc.)
f. Location of all wells and septic systems on neighboring properties
g. Adjacent ownerships
h. All properties within 500 feet
A sample plot plan and location are shown below:
Septic Variance Application Revised February 2029
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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:Michael Craft
Designates: Eric Murdock,Onsite Engineering,PLLC as agent regarding the Septic Variance for
Tax Map#:226.12-1-9
OWNER'S SIGNATURE.�r ! '. �—, DATE:
Eneineerina Fee Disclosure:Applications may b_ a 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.
...:..,.,..�«.+.... .... ..... ......... .., .,a.....b a....ping..r+.;u ou nor:6p..g u1C appta.dltutt t;1d, Lt'ttdt,dLt.d[:Fteu nerein,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 responsibilityto obtain any additional permits.
Official Meetine 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:Michael Craft
OWNER--SIGNATURE: ¢ • DATE:Click or tap hereto enter text.
AGENT--PRINT NAME:Eric Murdock,PE ,
AGENT—SIGNATURE: � _ DATE:1
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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
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t tr. rt, i FIGURE 8 - BSF SPECIFICATIONS
FILE NUMBER
mj FIGURE 9 - GENERAL CONSTRUCTION NOTES EEM2020-077
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ROFfS510yP FIGURE N0.
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PROJECT BASIS OF DESIGN 0
NORTH
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DWW THIS PLAN INCLUDES INFORMATION PERTAINING TO PROPOSED
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[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
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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
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T- BOTTOMLESS SAND FILTER. THIS DESIGN FOR AN OWTS, TO THE
BEST EXTENT POSSIBLE, TREATS THE WASTEWATER SO THE —19
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THREAT OF ENVIRONMENTAL IMPACT HAS BEEN MITIGATED. THIS to
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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
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[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.
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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
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CONiRACTORnNSTAEER 22.5"
MUST READ&FOLLOW IN CTIONS&
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INSTALL A GROUND
FAULT INT=GFII)S LAC ATM.OU 7
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ON STORE PAD,TO PROMOTE ON ALL SIDES
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AIR COMPRESSOR
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APPLY TWO BEADS OF SILICONE SEALANT FULLY AIR COMPRESSOR
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OLMEMANOUT WTH SUPPLIED SCREWS.TYP. 0)
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CAPILLARY AIR LINES--- CD
TO CON L
BUILDING SUITABLE GRANULAR MATERIAL SHALL BE CONTROL PANEL
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TO BFUN THE SURROUNDING GROUND TO c"I
�4; FUSION TREATMENT UNIT GRAM
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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
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STONE(1�4D-END/2�0U.LEVELED TO WITHIN 1/8-INCH SIDEFUSION 450 TANK MEASURES 851,
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OR APPROVED EQUAL EEM2020-077
DATE
FUSION 450 DIMENSIONS & EXCAVATION DETAILS 10-15-209
NTS FUSION 450 AIR COMPRESSOR DETAILS FIGURE N0.
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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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LENGTH = 103" Z
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INV IN. - ACCESS RISER t LJO AS PER SPECS Y Of
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(FOR FILTER REMOVAL) O 3:
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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
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.- [=1 1.= ..1.=IIII:-311-III:IIII 11-III-III-III=111-III:=111::_I11-11 f:_l k_=111_-:III=III-111-:III-:1 -11 C_I11 -ILL=III-111-111IIII IIf-III--11-111=11 L=III-III=11 t=III-ILL-ILL-III- 00 I II NDt, q Z
L 1 I I l l l l I-i 11 11'. I1-LI I I I I'. I I I--ll J 1:-J :I i t-IIf III IJ=1I', L III III=III III I'I III IIf ILL:=III III=I -- _ = :I III-III-I �I I-'OI I-III III III- N W
ill II IIF III 11- 1IImII III-II-IILIII-III ILL-III .III III Ill--III I11_II II'. II-III-IIIIIII III III-III III III III III_III_IIL-III III-ILL= IIII ILL= .-
III III III:=fJ III III III-III III Ill-III III III 111-III III IlFill-III III-III_,II III III_911 III III ill_III IIf III=;Tii III III III III_I11-'1 III_.III__IIk-11_III_Il iil �IF'1 YOf
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
vAPAhl
SLOTS FOR DRAININ TOP OF VALVE BOXES NTS �'° as aRMME MELD(Tre) Q= = Ld O W � EQ�
T'SCHEDULE 40 MUST
PLUSH W/ N(n U O r
PVC LATERAL PI F- H W
VC FEMALE 24'TYP W I !n
NPT CAP.HAND 1•PVC FEMALE x O W
RGHT T1R. MALE NPT ADAPTER
ORIFICE O 1"PVC PIPE TYP. W W EE��
PIPE INVERT ZOELLER MODEL s-IHCH DIAMETER 4-Q' cr Z Z 1—
SLOTTED 06 I �ZOELLiEALVE R MODEL Q 0 N L V
SIDE VIEW TOP VIEW ORIFIACE 5055-0006 N Ofj O N 00 J J
1'0 IATFIi .�2 REWIRUEOSEND in uj > W
LATERAL DETAIL FLUSH VALVE ASSEMBLY a D
NTS o a J
NTS > 0O W
PVC LATERAL F J N
v1-NE'�Y ORIFICE AT BOTTOM V y o
0~PQ?G�.h1URUCCO,pr OF LATERAL .. a)PORT AT W" �
* �' 4 n f * �T=r �? 4•IIVSECTIMV 1-1/4•PVC M to
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PVC ORIFICE SHIELD MRx pIT FlmEI EFFI.uDfr PIA�D a
SIDE VIEW TOP VIEW 45 MIL POLIPRDFtM MEMBRANE
i yaap FDAM MSAATIax SECOND
O A
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
Of -
DEEP TEST HOLES AND SOIL PERCOLATION TESTING HAS NOT BEEN
'j>:z
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 <
N Ld
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
UJ
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
U
� J =
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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o
FILE NUMBER
EEM2020-077
DAE
Fop`�7J9e'� 10-15T2020
RGFESStOtyP� FIGURE NO.
8
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GENERAL CONSTRUCTION NOTES J
[L
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
U Ld
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
> o W
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