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1.5 1.5 SETPH.VAR\Sabia-New System With Components to Lines,Foundation,Glen Lake,Well—12-21-2020 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF JOHN AND MARY JO SABIA RESOLUTION NO.: ,2020 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, John and Mary Jo Sabia (Applicants) have applied to the Local Board of Health for variances from Chapter 136 to install a new wastewater system with certain of its components to be located as follows: 1. Absorption field to be 68' from the existing well and 40' from an adjoining property's well instead of the required 100' setback(s); 2. Disposal bed to be 6' from the residence instead of the required 20' setback; 3. Pump station to be 8' from the property line instead of the required 10' setback; 4. Disposal field to be 5' from the property line instead of the required 10' setback; 5. Disposal bed to be 60' from the Glen Lake shoreline instead of the required 100' setback; and 6. Force main effluent to be 4'6" from the property line instead of the required 10' setback; on property located at 43 Canterbury Drive 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 on Monday, January I Ph, 2021 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider John and Mary Jo Sabia's sewage disposal variance application concerning property located at 43 Canterbury Drive, Queensbury (Tax Map No.: 289.17-1-26) 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. Duly adopted this 21"day of December, 2020,by the following vote: AYES NOES ABSENT: SEPTIC A C o�►�e u��Only :.. Receives: APPLICATION Permit# Permit Fee: 79,2 Gay Road,Queensbury,NY 22804 Invoice#: P.519-761-8256 Approvals: rl Submittal: I (one) original &g copies of the completed application package Property Owner's): 3 t Mwa� SQ S Owner's Agent: MCA U, I n Address: 11 NRMFS \/-E Address: 134' 01Y.... U � ! Phone#: Phone Site Address: Tax I D#: �- Directions to Site: L 1R N �t Distance from well on property to septic system(if applicable) feet Is it possible to install a conforming septic system on this property? Yes No If YES,please explain and attach a diagram: Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? Yes No If NO,please explain: ON pv3 f�l L`l S � �1' Is the proposed system to be installed under a parking area? Yes 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.): WD OVA t1 too Septic Variance Application February 2018 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 (Q W,V o Address Tax Map ID South Name B FON 11 Address Tax Map ID East Name ��Vl FA �iti�a �fI Uv ' Address Tax Map ID p ! - 1 " •�J West Name ri� Address 3� mqM a'l 12'K pPA VE Tax Map ID e OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: �3 (, t�uR�-� V)124ye 1/We realize that putting the well,septic tank or leaching system less than the required 100 feet from the lul .t. may increase the risk of pollution. Owner—Print Name: _)DOA Date: 1`"� . Owner—Signature: WL— Date: NEIGHBOR OR TENANT RELEASE STATEMENT (if applicable) 1/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: I/We realize that putting the septic tank or leaching system less than the required feet from the may increase the risk of pollution. Neighbor/Tenant—Print Name: Date: Neighbor/Tenant-Signature: Date: Septic Variance Application February 2018 PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION: 1. A location map showing the site within the Town of Queensbury 2. A plot plan showing existing and proposed features of the property, including: a. Lot dimensions b. North arrow and scale: 1 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: 11 P"z saw —�--- — A Bali// /dam Y .K r �1 JJw 3 � f I rBJU:IJ� a Septic Variance Application February 2018 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: ` , 14 Designates: �1a� { tT�U� 9-S as agent regarding the Septic Variance for Tax Map#: Z01.11 OWNER'S SIGNATURE: DATE:!I Z L 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: OWNER—SIGNATURE: U -�'�''� DATE: 1 t AGENT—PRINT NAME: �• l'fA AGENT—SIGNATURE: DATE: IZ f' • Z�Zo Septic Variance Application February 2018 Property Description Report For: 43 Canterbury Dr, `Fp Municipality of Queensbury r Status: Active Roll Section: Taxable Swis: 523400 Tax Map ID #: 289.17-1-26 Property Class: 260 - Seasonal res r Site: RES 1 In Ag. District: No Site Property Class: 260 - Seasonal res Zoning Code: WR Neighborhood Code: 00123 - Glen Lake Total Acreage/Size: 0.19 School District: Lake George Land Assessment: 2020 - $221,300 Total Assessment: 2020 - $320,000 Full Market Value: 2020 - $320,000 Equalization Rate: ---- Property Desc: Camp Ward 1 100'lf Deed Book: 3915 Deed Page: 42 Grid East: 709379 Grid North: 1648767 Area Living Area: 1,138 sq. ft. First Story Area: 722 sq. ft. Second Story Area: 0 sq. ft. Half Story Area: 0 sq. ft. Additional Story Area: 0 sq. ft. 3/4 Story Area: 0 sq. ft. Finished Basement: 416 sq. ft. Number of Stories: 1 Finished Rec Room 0 sq. ft. Finished Area Over 0 sq. ft. Garage Structure Building Style: Ranch Bathrooms (Full - Half): 1 - 0 Bedrooms: 1 Kitchens: 1 Fireplaces: 0 Basement Type: Full Porch Type: Porch-up opn Porch Area: 128.00 Basement Garage Cap: 0 Attached Garage Cap: 0.00 sq. ft. Overall Condition: Normal Overall Grade: Average Year Built: 1950 Owners John Sabia Mary Jo Sabia 11 Naples Dr 148 Cream St Poughkeepsie NY 12603 Poughkeepsie NY 12601 Sales r Property Prior Value Arms Addl. Deed Book Sale Date Price Class Sale Type Owner Usable Length Parcels and Page 9/23/2009 $0 260 - Land & Newell, No No No 3915/42 Seasonal Building Alice K res 9/23/2009 $250,000 260 - Land & Newell, No No Yes 3875/122 Seasonal Building Alice res 8/18/2009 $0 260 - Land & Newell, No No No 3854/58 Seasonal Building Thomas res F 7/21/2004 $0 210 - 1 Land & Newell, No No No 1401/32 Family Building Alice Res Utilities Sewer Type: Private Water Supply: Private Utilities: Electric Heat Type: Hot air Fuel Type: Oil Central Air: No Improvements Structure Size Grade Condition Year Porch-up opn 4 x 32 Average Normal 1950 Stake dock 4 x 30 Average Normal 1991 Patio-concr 124.00 sq ft Average Normal 1990 Porch-up opn 292.00 sq ft Average Normal 2010 Land Types Type Size Waterfront 100 x 81 Special Districts for 2020 Description Units Percent Type Value EM001-Emergency 0 0% 0 medical FP007-Fire 0 0% 0 protection GL001-Glen Lake 1 0% 0 Protect LB001-Crandall 0 0% 0 library dst � - � . > 4 t - - �� . «=w , a . . . ? <}�� . . \ �/�� a { tf3 CL N ; GENERAL CONSTRUCTION NOTES IL MAINTENANCE SHALL BE IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURERS RECOMMENDATIONS OUTLINED IN THE OPERATION AND MAINTENANCE MANUAL. SYSTEM INSTALLATION AND MAINTENANCE ACTIVITIES SHALL _ BE COMPLETED BY PERSONNEL TRAINED TO PERFORM STATES ACTIVITIES BY THE EQUIPMENT MANUFACTURER OR MANUFACTURERS REPRESENTATIVE. 0- 0- ALL SYSTEMS COMPONENTS SHALL BE INSTALLED, OPERATED, AND MAINTAINED IN ACCORDANCE WITH EQUIPMENT MANUFACTURES RECOMMENDATIONS, DESIGN DRAWINGS AND ALL STATE AND LOCAL REGULATIONS. CV No.1 DESCRIPTION DATE N 0 SYSTEM SPECIFICATIONS REVISIONS T_ . a INSTALL NORWECO SINGULAR AEROBIC WASTE WATER TREATMENT SYSTEM AT THE LOCATION SHOWN ON SITE PLAN IN EXCAVATE FOOTPRINT OF BSF. BY REMOVING EXISTING SOD. PLACE ONE COURSE 6"x6" LANDSCAPE TIMBERS ALONG ACCORDANCE TO MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. A REPRESENTATIVE OF THE EQUIPMENT PERIMETER OF BSF SO TOP IS FLUSH NTH GRADE AT SOUTH END OF BSF. REMAINING COURSES WILL BE BUILT UP MANUFACTURER OR MANUFACTURER TRAINED INSTALLER MUST BE ON SITE DURING INSTALLATION OF SYSTEM. ABOVE GRADE. BUILD ENCLOSURE WITH CORNERS JOINED WITH HALF LAP JOINTS AND REINFORCED WITH REBAR PINS. TREATMENT TANK SHALL BE PLACED ON 6" LAYER OF WASHED BROKEN STONE (1/4»-1/2" DIA) LEVELED TO WITH SCARIFY 3" OF SURFICIAL MATERIAL INSIDE BSF AND BLEND WITH 3" OF SAND D z 1 8" SIDE TO SIDE AND END TO END. TANK EXCAVATION SHALL EXTEND 18-2e LONGER AND WIDER THAN TANK. "' 0. SUITABLE GRANULAR MATERIAL SHALL BE PLACED ON THE SIDES OF THE UNIT' TO BRING THE SURROUNDING GROUND PERIMETER STRIPPING AND EXCAVATION OF SOIL BENEATH THE NATIVE SOIL/FILTER SAND INTERFACE IS PROHIBITED U : � 1- a ' TO GRADE. 1 W aco USE 2x4 SUPPORT BOARDS AS NEEDED TO PREVENT CANING OF THE ENCLOSURE WALLS DURING CONSTRUCTION o w _ a- °D TREATMENT UNIT SHALL DRAIN INTO 1,000 GALLON CONCRETE SINGLE COMPARTMENT PUMP TANK. PLACE TANK 4 Z " ON 8-12" LAYER OF WASHED BROKEN STONE (3/4"-1" DIA). INSTALL PUMP TANK WITH 12" COVER. THE SURFACE SAND MEDIA SHALL MEET THE REQUIREMENTS FOR ASTM C-33 SAND WITH AN EFFECTIVE SIZE (D10) TO 0.3MM AND < m 4" SHALL BE TOPSOIL. TANK SHALL BE INSTALLED IN ACCORDANCE OF THE MANUFACTURERS WRITTEN INSTALLATION UNIFORMITY COEFFICIENT (D60/D1O) OF 3.0 TO 4.0. THE: MAXIMUM ALLOWABLE PERCENTAGE OF FINES PASSING � INSTRUCTIONS. DO NOT PLACE WATER INTO THE TANK UNTIL BACKFILL HAS BEEN COMPLETED. THROUGH A NUMBER 200 SIEVE SHALL BE 1 X SAND MEDIA SHALL BE STOCKPILED (AT THE SITE OR SUPPLIERS < o w c ' zo YARD) PIPING BETWEEN TREATMENT TANK AND PUMPING STATION SHALL BE 4" DIA SCHEDULE 40 PVC OR EQUIVALENT PIP ' "'� W W p WITH SOLVENT-WELDED JOINTS, LAID AT MINIMUM GRADE OF 1/8" PER FOOT PLACE 24" OF SAND MEDIA MEETING ASTM C-33 REQUIREMENTS IN BSF IN LEVEL 8" THICK LIFTS. PRESS IN PLACE c `.-" ALONG EDGES TO REMOVE VOIDS. PLACE 3" OF 3/8" WASHED PEA STONE OVER SAND. INSTALL DISTRIBUTION - o a o SET THE CONTROL PANEL TIMER SETTINGS SUCH THAT THE PUMP WILL. RUN FOR THE TIME REQUIRED TO DELIVER 35 LATERALS. PLACE 3" ADDITIONAL PEA STONE TO COVER DISTRIBUTION LATERALS. PLACE A BROAD WEAVE FILTER _ 0} �'� � � � 7 � GALLONS OF WATER TO THE FINAL DISPERSAL LOCATION (APPROXIMATELY 1.5 MINUTES INCLUDING DRAIN BACK). THE FABRIC OVER PEA STONE AND COVER WITH ADDITIONAL :>_" THICK LAYER OF PEA STONE OR WOOD CHIPS. BSF SHALL �' T ' Q W Kj PANEL SHALL BE SET TO DOSE ONCE EVERY 2 HOURS. DURING STARTUP THE DOSE VOLUME SHALL BE VERIFIED. °' ' o NOT BE COVERED WITH ANY OTHER MATERIAL THAT WOULD RESTRICT THE EXCHANGE OF OXYGEN WITH THE SURFACE. 4 G v NN 000©� aZa USE 2 DIA PRESSURE RATED PVC PIPE CONFORMING WITH ASTM D-2241 CLASS 200 BETWEEN PUMPING STATION AND EQUIPMENT USED TO CONSTRUCT BSF SHALL BE CLEANED TO PREVENT CONTAMINATION OF FILTER SAND WITH FOREIGN BSF. PIPING SHALL BE INSTALLED ON A BED OF SAND WITH 1 8" FOOT SLOPE FOR DRAIN BACK TO PUMPING a 0 U / / GRAIN MATERIAL. V v ° o V_ a s STATION. AREAS OF FORCE MAIN THAT DO NOT HAVE 4--FEET OF COVER SHALL HAVE A 2" PIECE OF RIGID " " 2"0 VENT A801 p L - x ' INSTALLA11ON PLACED OVER PIPING FOR FROST PROTECTION. ALL PRESSURE JOINTS SHALL BE PRIMED AND USE 1 1/4 DIA PVC CLASS 200 MINIMUM FOR DISTRIBUTION MANIFOLD. LATERALS SHALL BE 1 SCHEDULE 40 PVC FIN. GRADE WITH ! L3' �,,� (0(n >,.,._U-1 CHEMICALLY FUSED. PLACED 1.5' ON CENTER. USE 1/8" DIA ORIFICES PLACED 2.0' APART. LATERALS SHALL BE INSTALLED WITH ALL BIRD SCREEN HOLES POINTED DOWN EXCEPT LAST ORIFICE IN EACH LATERALr APPRL AMAZE MANHOLE` COMER POINT UP. USE CLARUS MODEL 5055-0006 OR " " " FINISTi GRADE (LOCKABLE) AT BSF SHALL MEASURE 20-0 LONG x 14-0 WIDE (OUTSIDE DIMENSIONS). BSF SHALL BE CONSTRUCTED OF 6 x6 EQUIVALENT SLOTTED ORIFICE CAPS TO PROTECT THE 1/13 DIA ORIFICES. PRESSURE TREATED TIMBERS OR MASONRY BLOCKS. THE INTERIOR OF THE BOX SHALL 13E FACED WITH 2" TRICK GRADE WORK IS TO BE AS SHOWN & RIGID INSULATION BOARD AND 45 MIL POLYPROPYLENE MEMBRANE. THE INSTALLED LINER MUST BE WATER TIGHT. INSTALL 90' SWEEPS WITH THREADED CAPS AT THE ENDS OF EACH LATERAL. DO NOT USE SHORT 90' ELBOWS. NOTED AND IN ACCORDANCE ENGINEER SHALL INSPECT FILTER BASE PRIOR TO PLACEMENT OF LINER. CLEANOUTS SHALL BE PLACED IN 6" DIA VALVE BOXES CLARUS MODEL 5056-0006 OR EQUIVALENT. WITH MANUFACTURER'S -"' RECOMMENDATIONS, TRADE INSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF THE FILTER. INSPECTION PORT SHALL BE CONSTRUCTED HANGER PIPE ASSOCIATION PUBLISHED OF 4" DIA PVC (SDR 35 MINIMUM) PERFORATED PIPING WRAPPED IN FILTER FABRIC. WELL SHALL EXTEND INTO THE FOR PUMP RECOMMENDATIONS AND NATIVE SOIL BENEATH THE BSF. GENERALLY ACCEPTED LOCAL REMOVAL CONSTRUCTION INDUSTRY INLET FROM WASTEWATER PRACTICES. TREATMENT SYSTEM HIGH WATER-, ALARM SWITCH GENERAL NOTES: RESERVE CAPACITY \_2"0 TO (D SINGULAIe AERATOR, AS TESTED AND AFTER ALARM SOUNDS DIST. BOX rII� ALTERNATE INLET EXTENDED AERATION AERATOR MOUNTING RISER RECEIVING FLANGE EQUAL TO ONE DAYS START LEVEL\7—___ LOCATION CHAMBER AND VENTED COVER ACCEPTED BY NSF. CAPACITY (DUPLEX PUMPS _ T WITH INDIVIDUAL ALARMS LEVEL CONTROL QUICK DISCONNECT � ° A BIO-KINETIC®SYSTEM LOCKING LUGS G FALL THROUGH SINGULAIR® PLANT MAY IN USED IN LIEU SWITCH SUDING COUPLER APPROVED SEALING DEVICE APPROVED SEALING FROM INLET INVERT TO OUTLET INVERT SHUT-OFF LEVELQ _^ A_____ DEVICE IS FOUR INCHES. INLET INVERT IS 16 OF A SINGLE PUMP AND ,, INCHES BELOW THE RISER MOUNTING ONE DAYS CAPACITY) � SURFACE. ® ON DEEPER INSTALLATIONS,RISERS B - -- MUST BE USED TO EXTEND AERATOR PROVIDE 3" SAND OR - MOUNTING RISER AND BIO-KINETIC® PEA GRAVEL UNDER TANK ' SYSTEM MOUNTING RISER TO GRADE. INSPECTION COVER ON PRETREATMENT 00 A A EFFLUENT TANK DETAIL C14 CHAMBER MUST BE DEVELOPED TO WITHIN TWELVE INCHES OF GRADE. N.T.S. ® REMOVABLE COVERS ON RISERS ARE PUMP STATION NOTES 4'DIAMETER EFFLUENT LINE _ \ EACH SECURED TO PREVENT •r•-� 4"DIAMETER INLET LINE I, J UNAUTHORIZED ACCESS. 1. PUMP TO BE EFFLUENT PUMP GOULDS MODEL GL3885-WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED N BA-KINETIC SYSTEM MOUNTING CONTACT THE LOCAL, LICENSED PRETREATMENT CHAMBER RISER AND COVER SINGULAIRO DISTRIBUTOR FOR 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. C D E \f ELECTRICAL REQUIREMENTS. AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE Cd ALTERNATE INLET LOCATION FINAL CLARIFICATION CHAMBER GASKETED DISCHARGE Q 'D PLAN VIEW FLANGE ASSEMBLY VENTED COVER OPTIONAL BLUE CRYSTAL® APPROVED SEALING DEVICE � 0 CHLORINATION SYSTEM APPR PROJECT ENGINEER'S APPROVAL: �..� TO 4"DIAMETER EFFLUENT LINE I (WE) HEREBY CERTIFY THAT THIS Q1 SINGULAW AERATOR DRAWING HAS BEEN CHECKED AND IS (SEE NOTE 1) OPTIONAL BIO-NEUTRALIZER® ® I APPROVED FOR USE IN CONFORMITY DECHLORINATION SYSTEM BIO-KINETIC SYSTEM DISCHARGE DETAIL �` WITH THE CONTRACT DOCUMENTS. � AERATOR MOUNTING RISER DATE; BIO-KINETIC SYSTEM BIO-KINETIC®SYSTEM MOUNTING NAME: UNDERGROUND POWER MOUNTING RISER RISER AND COVER SUPPLY ENTRANCE CONTRACTOR'S CERTIFICATION: - I (WE) HEREBY CERTIFY THAT THIS DRAWING HAS BEEN CHECKED AND IS APPROVED FOR USE IN CONFORMITY APPROVED SEALING DEVICE BIO-KINETIC'SYSTEM GASKETED WITH THE CONTRACT DOCUMENTS. LOCKING LUGS RISER APPROVED SEALING DATE: d II DEVICE ��✓/ ® p ® NAME: CRITICAL DIMENSIONS 4"DIAMETER 0 34-3" 0 0'-6" cb EFFLUENT LINE © 3'-51/4" © 01-0 3/8" E 101 4'-21/4" LQ 1'-8" L F� 10'-6112" �S 5'-11 1/2" SINGULAIR®BIO-KINETIC 6�" 00 SYSTEM DISCHARGE GO It-4" OT 1'-4" (SEE DETAIL) CI 41-7 112" ❑U 6'-6" 0'-3" 1 EV CAD FILE NAME PRETREATMENT CHAMBER - BIO-KINETIC®SYSTEM T L' 0'-1 1/2" ® AGAR\SABIA\C-1 [I] 1'-0" CXI SCALE AS NOTED U 0'-0 314" ❑Y FINAL CLARIFICATION CHAMBER 4*'4" 0 DRAWN BY SUBMERGED TRANSFER PORT ",- AERATION CHAMBER OUTLET END VIEW TRANSFER PORT AND S. ��rweC� °� 0 201 G FOREIGN BDS DRAWING TITLE: PATENTS APP0.°` ff NOTE: TOTAL SYSTEM CAPACITY: 1,300 GALLONS PENDING SINGULAIR'GREEN JMM ��'++ EXTENDED AERATION CHAMBER SECTION A A BIO-STATIC'SLUDGE RETURN RATED CAPACITY: 600 GALLONS PER DAY 9W-500GPD SYSTEM 08-04-2010 E SEPTIC SYSTEM NTS SINGULAR ' MM"III �A�nmsPawu�MwA e"MnAm °wwMora , �,.�.b...�..��. PC-5-7123 DETAILS . DRAWING No. C- I o — PLACE 3" 4F 3/8" WASHED PEA STONE OVER THE FILTER TER FABRIC SAND. INSTALL DISTRIBUTION LATERALS. PLACE 3" ADDITIONAL PEA STONE TO COVER DISTRIBUTION PRESSUREIZED LINE .��� �"I`" "A/ �`I''' a�'- PEA GRAVEL �w" ��� w LATERALS FROM S.T.E.P. TANK GRADE am INSTALL BOARD WEAVE FILTER FABRIC OVER PEA STONE. ,� rlr -a"r'' �Ib� -"'�' III/� N CONTINUOUS 2" THICK RIGID No, DESCRIPTION DATE o INSULATION BOARD AND GI MIL COVER WITH ADDITIONAL 2" THICK LAYER OF PEA STONE OR REVISIONS POLYPROPYLENE MEMBRANE. THE WOOD CHIPS. RAKE SURFACE LEVEL. SURFACE SHOULD BE t1" DOWN FROM TOP OF TIMBERS OR CMUS. BSF. SHALL INSTALLED LINER MUST BE WATER FLUSHING S NOT BE COVERED NTH ANY OTHER MATERIAL THAT WOULD - -' = FL ING VALVE TIGHT. INSULATION SHALL. BE TIGHT RESTRICT THE EXCHANGE OF OXYGEN WITH THE SURFACE x TO TIMBERS OR CMUS. :,s .. o -. ` U at INSTALL 90' SWEEPS WITH TREADED MEDIA 6x6. PRESSURE TREATED LANDSCAPE CAPS AT THE ENDS OF EACH PLACE 24" OF SAND MEETING "• ,.-• .� ,.-;,�,,,r`'...••-. .:: • .'_'` - ��r � .. r. �d � •- to — E N BSF — ASTIwI C 33 REQUIREMENTS I - - , TIMBERS OR MASONRY BLOCKS, SET LATERAL, DO NOT USE SHORT 90 ' CL LEVEL & PLUMB STAGGER JOINTS & ELBOWS. CLEANOUTS SHAH IN BE LEVEL 8 THICK LIFTS, PRESS • --j'• �--�-•^^' « « IN—PLACE ALONG EDGES TO REMOVE PLACED IN B INCH DIAMETER VALVE 9 SPIKES AT 2 0 ATTACHWITH E - - } O.C. BOXES ZOELLER MODEL 5056-0006 VOIDS USE 1 1/4" DIAME TER PVC CLASS 200 MINIMUM FOR DISTRIBUTION > ,�, `- `¢ Q z -_ MANIFOLD. LATERALS SHALL BE 1" SCHEDULE 40 PVC PLACED 24" :w INSULATION z ON CENTER. USE 1/8" DIAMETER ORIFICES PLACED 24" APART.•. - ., _ . .. :: :..- _ PROPOSED GRADE LATERALS S SHALL SE INSTALLEDLLEDWITH ALL HOLESPOI POINTED DOWN t.. . - - - _ PROTECTp Z t9 ,- L . _ . . . . . .. . . SLOTTED EXCEPT AST ORIFICE IN EACH LATERAL POINTS UP USE ZOELLER MODEL 5055 0006 SL ORIFICE CAPS TO THE 1 8" DIAMETER ORIFICES. a0 F co W EXISTING GRADEJ :: : / � 04 Uix I:I o �, flISTRU8UTI0IN LINE a `SA III FILTER Q. z —III—i III—III—I Ii—I llli�--, -1 [11=i( ilf 11 1=l 1 II- ==rr— -� 4 , Q — AIR LINE BOTTOM OF BED c a — — _ = — — - — = T _) 1=�1 I(i=TIT=III-111=11 1 fiT=�flT=mom 1�11-11 III III III IIIaII1_�� II( IIf — _ — a � > 5z Ili=1((=11 11—III=III=111=11 II 11 I I- III—�—III—fl1 • —i 111-11I—III—III—fIl—fll III—III-111-111— , tl3 1=11=111= —I�1=111=111=111=11 T=111=1I1=111=111=11=11411 t1 `III-=-III— a III1 I(-1I ill=lJ►=1I=11I.N I=1I1=1II�I i1 lll=lli�l.l=1I�If I I�=III= T(--IIJ1j_� �^ U I�=111�1i-=1fi=111-111=11Hii—iii—�—ilk— l—ilHi 11=1��11=1 �1�11=11t"-iff=TI�111�1��=11i-11�T1=11i=ill il=ill—iii—fii—ill— I C„' -� g � Q Q I1=#I1=11i=11i=1I1-111=1 =111=1I1=11111=111 ��I i1=1I1=f 11= !=1 Ii ii�11=1ii I=111---i I t—!1=! I=-11! l=111=T-11I-11I=1I1=1 it ME III=1i1 =i11=�iT C s r L x 1 ICI—if i1=III-11l=III--T—III i11�11=ii=11� 1� I{l—ll Ilfl 1=fitl1 I li _ _ _ — L� lw BOTTOMLESS SAND FILTER PR FILEcq N.T.S. INSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF 2" DIA. SCH 40 PVC FORCE: MAIN. INSULATE WHEN COVER EXCAVATE FOOT PRINT OF BSF BY REMOVING EXISTING SOD. THE FILTER. INSPECTION PORT SHALL BE CONSTRUCTED OF / " i PLACE ONE OR MORE COURSES 6"x6" LANDSCAPE TIMBERS FILL IS LESS THAT 3 . SLOPE PVC PIPE 1 8 PER FOOT « WORK IS 70 BE AS SHOWN ALONG PERIMETER OF BSF SO TOP IS TERRACED LEVEL.. 4 DIAMETER PVC (SDR 35 MINIMUM) PERFORATED PIPING AWAY FROM SAND FILTER � NOTED AND IN ACCORDANCE REMAINING COURSES WILL BE BUILT UP ABOVE GRADE. WRAPPED 1N FILTER FABRIC. WELL SHALL EXTEND INTO THE WITH MANUFACTURER'S BUILD ENCLOSURE WITH CORNERS JOINED WITH HALF LAP NATIVE SOIL BENEATH THE BSF. RECOMMENDATIONS, TRADE JOINTS AND REINFORCED WITH REBAR PINS. SCARIFY 3" OF ASSOCIATION PUBLISHED SURFICIAL MATERIAL INSIDE BSF AND BLEND WITH 3" OF VACUUM BREAK ORIFICE SHIELD (TYP} RECOMMENDATIONS AND SAND BOTTOMLESS SAND FILTER SECTION GENERALLY LOCAL _ 29'—O" CONSTRUCTION ON INDUSTRY W N.T.S. � PRACTICES. i 2" 24" TYP. COLD WEATHER ORIFICE ! EXIST_ WELL LOCATION SHIELD (TYP.) i (SEE C-2) r—1 1/4" PVC MANIFOLD FROM EFFLUENT PUMPING SYSTEM 32' OF RELIEF REQUESTED o N A (IN LIEU OF 100' MIN.) TEST PIT INFORMATION ly SCH. 40 LATERAL WITH 1/8" DIA. TEST PIT INFORMATION TAKEN — 27 JUNE 2019 BY 45 MIL POLYPROPYLENE MEMBRANE ORIFICES 16 ORIFICES PER LATERAL ? ETHAN P. HALL — RUCINSKI HALL ARCHITECTURE 6x6 PT TIMBERS OR MASONRY BLOCKS 4" INSPECTION PORT AT 00 PERIMETER STRUCTURAL SUPPORT GRADE WITH DRY FIT CAP N o TP' ' STRAIGHT FLUSHING VALVE ASSEMBLY o / / IN 6 VALVE BOX .> / /> 0-9" TOPSOIL U a O 9-25" LOAMY FINE SAND ® / 25--72" MEDIUM SAND WITH SOME BOULDERS NA 0 A W OBSERVED® NO SEASONAL HIGH GROUND WATER TABLE AS OBSE BOTTOMLESS SAND FILTER PLAN e-t cn � ',O tl3 1 p N.T.S. P4 �p SLOTS FOR DRAINING u p 1" SCHEDULE 40 PERCOLATION TEST INFORMATION PVC LATERAL PIPE PERC. PIT INFORMATION TAKEN — 27 JUNE 2019 BY SIDE VIEW TOP VIEW CY 61 ETHAN P. HALL — RUCINSKI HALL ARCHITECTURE �� / 5p 1/8" ORIFICE 0 ZOELLER MODEL 5055-006 14' OF RELIEF REQUESTED \ / PIPE INVERT SLOTTED ORIFICE �oi � i (IN LIEU OF 20' MIN.) / Q INSTALL NEW NORWECO �, �F,d STABAUZED LATERAL DETAIL SINGULAIR GREEN UNIT O �. PERCOLATION RATE 1 MIN. 30 SEC. PER INCH N.T.S. \ Op AREA OF 18-24" / �1 8" ORIFICE AT OVERDIG REQUIRED FOR ��� J p BOTTOM OF LATERAL TANK INSTALLATION O4 � o �,� �•�� \ / � SEPTIC SYSTEM DESIGN PVC LATERAL INSTALL NEW UTOPIA 1,000 \\� SIDE VIEW T P VI W GALLON 1—PIECE PUMP TANK �'9, 5'-8" BY 8'-2" OR s >. DESIGN FLOW — 4 BEDROOM HOUSE WITH WATER SAVING EQUIVALENT AS APPROVED �� FIXTURES AT 110 gpd PER BEDROOM — 440 gpd BY DESIGN PROFESSIONAL / / PVC ORIFICE SHIELD INSTALL NEW 29' BY 11' SEPTIC TANK — UTILIZE NORWECO SINGULAR GREEN C3 BOTTOMLESS SAND FILTER AS s / WASTEWATER TREATMENT SYSTEM MODEL 960. SEE MANUAL FOR COLD WEATHER ORIFICE SHIELD FOR GENERAL SPECIFICATIONS. SYSTEM DESIGNED FOR N.T.S. DESIGNED �04 ,�� / 600 GPD APPLICATION REPAIR EXISTING RETAINING WALL AS NECESSARY 5' OF RELIEF REQUESTED / 6" DIA. VALVE BOXES (IN LIEU OF 10' MIN.) CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION ZOELLER MODEL 5056-0006 OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK CAD FILE NAME ON THE PROJECT. ACAD\SABIA\C-1 90• SWEEPS WITH THREADED CAPS SCALE AS NOTED AT THE: ENDS OF EACH LATERAL DRAWN BY DRAWING TITLE FLUSH VALVE ASSEMBLY N.T.S. SEPTIC SYSTEM SINGULAR DETAILS DRAWING No. C— 3 i L— a I N _ GENERAL NOTES INFORMATION SHO*N ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWI PREPARED BY VAN DUSEN & STEVES a LEGEND a --- PROPERTY UNE v — — — — -- — — — PROPERTY LINE SETBACKS a NNo N ; - — 330 — — - EXISTING CONTOURS No. DESCRiPT1CN I DATE 330t NEW CONTOURS REVISIONS a E ELECTRIC SERVICE SS SANITARY SEWER LLI I W 4 -- WATER SERVICE a LOCATION OF NEIGHBORING WELL— cc E/P EDGE OF PAVEMENT U a �A _W w UNDERGROUND GAS SERVICE I-- � o 2 t5 �a SITS7A � �� - �/ oaf m Q U_ o � z PROPERTY ZONING CLAS F ICATION: WR (WATIDR FRONT RESIDENTIAL) .I �2 oce M IIIyAUM LOT SIZE: 2 A J o L -o 5r MINIMUM LOT WIDTH 15Q FI`ET � C � a. �. Lands Now or Formerly of o \ 5 0 OD� L 0 .g RM Canterbury Realty, LLC B:2930 P:175 �5,�` 74p`O4 TAX MAP NUMBER: 289.'I�-1-2B >z o c d W 289.1 7-1-25 \ \\ SETBACKS_ PROI�OSED z� r 40 .5 � Tall IPF Leanin FRONT j 3Q�-xDy NAM *** Z a cc a m a �, r w \ SHORELINE 5f)_0 98'-2 cL - 0 - \� SIDE (100 LOT WIDTH) t 24--0 17-9 M o v is c 6 Located a B.a�e M M *** V o x eL Q a \\\ . „ 24� 11> o � oaf z \ \ \ REAR 30—0 15—5 *** w \ \ \ \ MAXIMUM BUILDING HEIGI T 28,-0" 31`--9M ar ti, ,—t� > w \ *** MINIMUM PERCENT IRM�ABLIr 75% 67.69% 40 \ 40 MAXIMUM F.A.R. I 229a 35.88% *#* c� �C Steps ock WORK IS TO BE AS SHOWN & • GI en ACTUAL LOT SIZE: 9,132 SF (0.21 ACRES) *#* NOTED AND IN ACCORDANCE 70. \ `` ACTUAL FRONTAGE: SITE DOES NOT FRONT ON A PUBLIC WAY *** WITH MANUFACTURER'S 0 Lake I RECOMMENDATIONS, TRADE SS ,z>�\ EXISTING SITE COVERAGE CONDITIONS ASSOCIATION PUBLISHED Sanitary �'+� N�e(I 1 / / I RECOMMENDATIONS AND CIRF Manhole / W 1 � � I ` � � I COMPONENT $RF�9. PERCENTAGE GENERALLY CONSTRUCTION�INDU RY C \ ,/ , fi / \ 0 \ TOTAL SITE 9,132 SF i 00A% PRACTICES. ��(O \ �� , ^\�. \ \� Deck BUILDINGS 2,042 SF 22.36% ' Utility Cb \ _ -�\ \ \ Flo ing PAVING & WALKS 909 SF 9.95% Pole �[ (/t y \ _ --- - �00 \ ' �\\C/ D ck GREEN SPACE 6,181 SF 67.69% 4�0\\� EXISj�NG FLOOR AREA RATIO CONDITIONS COMPONENT AREA BASEMENT 694 SF \\\\\ \ \ 100't Along MAIN FLOOR 1,846 SF Shoreline UPPER FLOOR 737 SF 4 i 5 V A �A \ ! \\\\,\ � � \ � ' � 100' RADIUS AROUND EXISTING \ WELL FOR REFERENCE TOTAL ALL AREAS 3,277 SF TOTAL SITE AREAS 9,132 SF FLOOR AREA RATIO 35.88% 00 FLOOD RESISTANCE CONSTRUCTION NOTES: _ l -CIRF -- \ FLOOD RESISTANT CONSTRUCTION NOTES: THE ESTABLISHED FLOOD ELEVATION FOR GLEN LAKE IS ELEVATION 403.8' {100 YEAR FLOOD ►�"� ELEVATION. THE PROPOSED FINISHED FLOOR OF PROPOSED STRUCTURE AS DESIGNED IS ELEVATION 402.28' 't--+ _ \\ \� \ ` \ ` Q ® \ �\ \ \ / WHICH MATCHES THE EXISTING BUILDING FOUNDATION THRESHOLD. \ \ 1 ® \ \ \ \\\ PER THE REQUIREMENTS OF THE NEW YORK STATE RESIDENTIAL BUILDING CODE (NYSBCR) ALL U ELEMENTS OF THE BASEMENT AREA ARE TO BE FLOOD RESISTANT CONSTRUCTION. U o` �o ALL MECHANICAL AND ELECTRICAL SYSTEMS MUST BE INSTALLED AT LEAST 2' ABOVE THE o,� CERTIFIED FLOOD ELEVATIONS: IN THIS CASE THE ELECTRICAL SERVICE PANEL WILL BE INSTALLED IN THE RAISED CRAWL SPACE AREA WHICH HAS A FINISHED SLAB ELEVATION OF 405.6' WHICH WILL MEET THE REQUIREMENTS OF NYSBCR324.1.5. THE FURNACE MUST BE MOUNTED SO THAT CIRF THE LOWEST ELEVATION OF THE EQUIPMENT MUST BE AT LEAST ELEVATION 405.8' OR 36" ABOVE THE BASEMENT FINISHED FLOOR TO MEET THE REQUIREMENTS OF NYSBCR324.1.5. ALL PLUMBING AND SEPTIC INSTALLATION MUST ALSO MEET THE REQUIREMENTS OF \ 'B\` ;_� NYSBCR324.1.6. IN THIS CASE THERE WlU_ BE PLUMBING INSTALLED IN THE BASEMENT SPACE \ \ Q \ \\_\' \ \ " \� \ AND WILL BE CONNECTED TO SEALED PUMP UNITS. ALL SEPTIC WILL BE INSTALLED ABOVE THE \ �, �\ 405.8 FREEBOARD ELEVATION. THE TANK LID AS SHOWN IS AT ELEVATION 411.5' AND IS A SEALED \ Approximate \ �\ �, � , ��,� � ��.., � =.���\ �\ � -- � � - � �andsc�}ape A a UNIT. SEPTIC FIELD IS SET AT ELEVATION 412.0' AT ITS LOWEST POINT. r� \ \ due to 2' of Snow \ \ Cl \ \\ \\ / IN ACCORDANCE WITH NYSBCR324.1.9 AN AS-BUILT CERTIFICATION OF THE BASEMENT FLOOR SLAB \ _\\ \ \\\ \ - / IS TO BE PROVIDED TO THE ODE ENFORCEMENT OFFICE. y � E C RCE �,�, \ IN ACCORDANCE WITH NYSBCR324.2.2 THE BASEMENT SPACE SHALL BE PROVIDED WITH FLOOD VENTS AS PER THE DETAILS INDICATED ON DRAWING A-2. ALL FOUNDATION WALLS SHALL BE RrINF(?RCED AS INDICATED ON DRAWING A-1 IN ACCORDANCE WITH NYSBCR324.2.3. p, r \ y PROPOSED LOCATION OF NEW 0�' 49 SEWAGE DISPOSAL FIELDS \ J \ —SEE C-3 FOR ALL \ ` DIMENSIONS AND VARIANCE \ \430 REQUESTS \ \ \ CAD FILE NAME J \ ACAD\SABIA\C-1 1 E CIRF SCALE 1" = 10'—OM -- LOCATION OF NEIGHBORING \ WELL— \ TIME SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED IRUE ORIGINALS \ - DRAWING TITLE Lands Now or Formerly of j OVERALL Benton Family Trust 8: 5318 P:37 SITE PLAN . 289.17-1-1.5 10 5 0 5 10 20 GRAPHIC SCALE DRAWING No 1" = 1W-OM C- 2 I M a G_E ERAL NQTE INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED. BY VAN DUSEN !Ic STEVES I � s LEGEND a CD -- +- PROPERTY LINE ; N ' - — — — - — — - PROPERTY LINE SETBACKS o r EXISTING CONTOURS No. DESCRIPTION DATE Lands Now or Formerly of ,10 - RM Canterbury Realty, LLC B:2930 P:175 z 289.17-1-25 \ 33 NEW CONTOURS REVISIONS r a 40 \ \ E ELECTRIC SERVICE Tali IPF Leaning \ , a Located 0 Qc�e \\\ S S SANITARY SEWER W � Q \ \ \\ w c WATER SERVICE � � � " z a E/P' EflOE OF PAVEMENT " a / \ ec, Z Qz N W 40\ \ iry \ 40 Steps G� UNDERGROUND GAS SERVICE H 4 Z ack Glen _ ZUo 70. Lake _ S1TE QATA v � Q ell Aj Q a z ManSanhole ���� Q � \F PROPERTY ZONING CLA5 IFICATI4N: WR (WATER FRONT .RED#DEN-nAL) ,-J _ E �'�0 CIRF MINIMUM LOT SIZE: 2 A REST` --� - o C(7 MINIMUM LOT WIDTH: 1 FEET v o ' w t = 00 cor` Q � o Deck Flo ing tr- � a o z - - - Utility rc5 _- h D ck TAX MAP NUIrtBER: 2> 9. 7 1-25 .e V 0 >1 a o � Pole \ ��y \ - — -\ \� i �� �� 3' z>- I L c Z rr r-- 5 � z U o OZ FRONT i 3 ^D» WA „ v x,° �n�n F e 41 \ \ \ \ \� SHORELINE SQ--IJ 1. �-2" a _ °\\ SIDE (1OO' LOT WIDTH) ! 2O -t 16-7 \\ \ 100'f Along REAR I 30'�-0" 35'-3" w �-0 >u-U Shoreline MAXIMUM BUILDING HEIG T 2w-�O" 22'--0"t 415 \\\ \\\ q �� \\\\ \ MINIMUM PERCENT PER ABLE T�91 78.84 \\\\ \\� prA\ MAXIMUM F.A.R. 22X 15.379b AS +, \ \ WORK IS TO BE SHOWN & \\\\ \\ \ \ \ O t `�e�e I One Story � � \ \ \ 13Z SF (0.21 ACRES) NOTED AND 1N ACCORDANCE t < \ \ ACTUAL LOT SIZE: 9, WITH MANUFACTURER'S O>' ° °c �\ _ �W F House with \'\ ACTUAL FRONTAGE: SITE DOES NOT FRONT ON A PUBLIC WAY \\ e � ? Qt; / I - \ RECOMMENDATIONS, TRADE oho , \\ i- — Walkout Basement - -- --- \\ \\ \ \\ \ S ,� ASSOCIATION PUBLISHED 42\ \G�o Deck Steps ,�'� \ \ \ EXISTING SITE COVERAGE CONDITIONS RECOMMENDATIONS AND \�� \\ \\ \\ \ Lqi '�°' \ ` \` \ \ COMPONENT AHEA PERCENTAGE GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. TOTAL SITE 9,132 SF 100.0% \ � \ BUILDINGS 1,170 SF 12.81 -- CIRF PAVING & WALKS 762 SF 8.349� GREEN SPACE 7,200 SF 78.84in EXISTING FLOOR AREA RATIO CONDIT10NS 425-- —" _ - \\ \ \\ \\: \\\ \ , / A' e Cl \\ ` \ '` ` \\ \,\ OMPON NT \ \ \ \� \ Meter I �= / 8 3 2 8. 2 � Feet 1 � �\ BASEMENT 660 SF - f2 \\\�\ \ \ ``\ \\\ \ �` _ \ \l `, I \� �\ \ ote MAIN FLOOR 744 SF r (9,T32 >q. Feet i'�d. 'hor'dioo °°o� 1 `\ ` �` TOTAL ALL AREAS 1,404 SF 0. 2 A CII"e S '' CIRF ` \ °� TOTAL SITE AREAS 9,132 SF FLOOR AREA RATIO 15.37% 00 C) N Shed rl , Approximate Steps \ A \ \ �andsc�]pe Ar\g'a \ ^Q \ due to 2' o Snow f \ 0 C -- CY Lands Now or Formerly of Benton Family Trust �\ �, ,- ` B:5318 P_37 � v v �\ \ \ A . \�,4�.0 � 289-17-1-1.5 SQ `425 .yyv II �43 CIRF CAD FILE NAME A A IA --1 AC D\S 8 \C I,eaend SCALE 1" = 10'—Oft IPF Iron Pipe Found THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY CIRF = Capped Iron Rod Found AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS = Finished Floor Elevation = 410.36— � DRAWING TITLE Basement Floor Elevation - 402.28 Exposed Footing = 402.03' p 9 EXISTING . SITE PLAN 10 5 0 5 10 20 GRAPHIC SCALE DRAWING No. : II 1" = 10'-0„ C—