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1.6 f 1.6 SETPH.VAR\Carder Charles-New System With Components to Lines,Foundation,Glen Lake—12-21-2020 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF CHARLES CARDER RESOLUTION NO.: 92020 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, Charles Carder (Applicant) has 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. Tanks to be 37'5"from the Glen Lake shoreline instead of the required 50' setback; 2. Tanks to be 5'1"from the property line instead of the required 10' setback; 3. Tanks to be 5'5"from the existing dwelling instead of the required 10' setback; 4. Disposal system to be 8 P from the Glen Lake shoreline instead of the required 100' setback; and 5. ETU to be 6'5"from the existing residence instead of the required 10' setback; on property located at 93 Fitzgerald Road in the Town of Queensbury, NOW, THEREFORE,BE IT RESOLVED, that the Town of Queensbury's Local Board of Health will hold a public hearing on Monday, January 11"', 2021 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Charles Carder's sewage disposal variance application concerning property located at 93 Fitzgerald Road, Queensbury (Tax Map No.: 289.14-1-24) 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 2Is'day of December,2020,by the following vote: AYES NOES ABSENT: SEPTIC VARIANCE Office use only Received: APPLICATION Permit M Permit Fee: 742 Bay Road,Queensbury,NY 12M4 P:516-761-6256 Invoice#: Approvals: Submittal: I (one) original &g copies of the completed application package Property Owner's): 2 U S ckkff Owner's Agent: -_- Address: rlil- Address: 1-34 uu, � i 1" a LAW&F S M 121-W Phone#: Phone#: 7fM AQ b Site Address:A Tax ID#: Directions to Site: Q 14!s Distance from well on property to septic system (if applicable) feet tA w. 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 requ' ements for distance from wells&septic systems on neighboring properties? Yes No If NO,please explain: t4 6 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.): 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 yi I NAM Address vt 5 F,17Z �1&All& Tax Map ID � �_�A South Name Q x e y" ei g y 1" I WVS r Address "1 ! FIT 1 '7 Tax Map I 1 East Name HO 6 i T \ � � c�. 0'�� C Address I {)E-) F1 T?--C-1 ey+1yo Tax Map ID Z,99 —k " 2-1 West Name Q LC/1 y LW,,1 Address Tax Map ID OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: — %I &rc� I/We realize that putting the well,septic tank or leaching system less than the required 10D feet from the _ may increase the risk of pollution. Owner—Print Name: Craig CardA Date:11/20/2020 Owner—Signature: Date:11/20/2020 NEIGHBOR OR TE T RELEASE STATEMENT(if applicable) I/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 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: r_AA06''t�� 6A9Q!9f Designates: >�C41046 t - y IrtT GfI,tP- as agent regarding the Septic Variance for Tax Map#: W tJA OWNER'S SIGNATURE: DATE: 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. 1,the undersigned, have thoroughly read and understand the instructions for submission;agree to the submission requirements and completed checklist- OWNER—PRINT NAME:Craig Carder OWNER—SIGNATURE: DATE: 11l20/2020 AGENT—PRINT NAME:—* l� AGENT--SIGNATURE: DATE: a Septic Variance Application February 2018 Property Description Report For; 93 Fitzgerald Rd, Municipality of Queensbury P tY Q rY Status: Active Roll Section: Taxable Swis: 523400 Tax Map ID #: 289.14-1-24 Property Class: 210 - 1 Family Res Site: RES 1 In Ag. District: No Site Property Class: 210 - 1 Family Res Zoning Code: WR Neighborhood Code: 00123-Glen Lake Total Acreage/Size: 0.28 School District: Queensbury Land Assessment: 2020 -$221,300 Total Assessment: 2020 -$401,300 Full Market Value: 2020 -$401,300 Equalization Rate: ---- Property Desc: Res. Ward 1 10011' Deed Book. 4312 Deed Page: 133 Grid East: 713312 Grid North: 1651471 Area Living Area: 1,646 sq. ft. First Story Area: 1,094 sq. ft. Second Story Area: 552 sq. ft. Half Story Area: 0 sq. ft. Additional Story Area: 0 sq, ft. 3/4 Story Area: 0 sq. ft. Finished Basement: 0 sq. ft. Number of Stories: 2 Finished Rec Room 0 sq. ft. Finished Area Over 0 sq. ft. Garage Structure Building Style: Contemporary Bathrooms(Full-Half): 2 - 0 Bedrooms: 4 Kitchens: 1 Fireplaces: 1 Basement Type: Slab/pier Porch Type: Porch-up opn Porch Area: 130.00 Basement Garage Cap: 0 Attached Garage Cap: 0.00 sq.ft. Overall Condition: Normal Overall Grade: Average Year Built: 1969 Owners Charles R Carder Craig Carder Caren Tucker 93 Fitzgerald Rd 93 Fitzgerald Rd 12 Henry Austin Dr Queensbury NY 12804 Queensbury NY 12804 Wilton CT 06897 Shelly Mauro 38 Rolling Brook Dr Ballston Spa NY 12020 Sales Property Prior Value Arms Addl. Deed Book Sale Date Price Class Sale Type Owner Usable Length Parcels and Page 8/4/2011 $0 210- 1 Land& Carder, No No No 4312/133 Family Building Charles Res Y Vt111ties Sewer Type: Private Water Supply: Private Utilities: Electric Heat Type: Electric Fuel Type: Electric Central Air: No Improvements Structure Size Grade Condition Year Porch-up opn 26 x 5 Average Good 1986 Stake dock 160.00 sq ft Average Normal 1990 Porch-open/deck 10 x 14 Average Normal 1990 Porch-open/deck 36 x 6 Average Normal 1994 Shed-machine 15 x 15 Average Normal 1996 Land Types Type Size Waterfront 100 x 120 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 i �4 f } ra / GE ; L .T S INFORMATION SHO: ON THIS DRAWWNG IS TAKEN FROM / A SURVEY DRAWL " PREPARED BY VAN DUSEN & STEVES / 0. N PROPERTY LINE N // \ — — — — — — -� — — — — PROPERTY LINE SETBACKS / o —330— — — — EXISTING CONTOURS o No. DESCRIPTION DATE 330i NEW CONTOURS REVISIONS a EXISTING BOAT \ /// / SLIP WITH DOCKS I \ �. E E OVERHEAD ELECTRIC SERVICE .- // { 5'f \\ \\\ \/\ ��/�// \\ �j lei%/ TE 1,A {�A w o } a / Shore \ \ \ i 1 i/� \ / \ 1t �� PROPERTY ZONING CLAS IFICA11ON: WR (WATI�RONT RESIDENTIAL) 3 / \ Line MINIMUM LOT SIZE: 2 ACRES a MINIMUM LOT WIDTH: 1501 FEET D U ci TAX MAP NUMBER: 289,1�-1--24 W a w / Glen Dock o FRONT' 1 30=D CIA = i S2 o 1 \ � SHORELINE 54—Q 2'7—0 Lake '— / SIDE (100' LOT WIDTH) 20'-0" 1ti,6wt o t / / , \ I 36-1 t Q Qzo Dock IRF / / / \ REAR 3©',00 63*—O"± J J P Q r MAXIMUM BUILDING HE% T 2f'0" 31'-2"t --� %6 MINIMUM/ STONE ALL / 1 \ MAXIMUM PERCENT PERMEABLE 7.129% _ ' N 00,* .6 — / I \ ACTUAL LOT SIZE: 0.28 ICRES (12,196.8 ) a ° a3 a a / 131.50't AlongShore Line / ( ) LANt?S N/F OF \ ACTUAL FRONTAGE: 99,9�5' LAKE FRONT AT TIE LINE � U= �� � � �Q /� \ _ a� — / 0'�°,�\� f l \ 1 I"l s�Wor \\ _ / // EXISTING Za �a X U_ r ¢ V C u -O t-- � o ( O 289. 14- 1 -25 \ / / C0�►QNEtr1T { AREA MAGENIAGE o t m a X E ww 'a >U_w DRAWS WATER FROM \ / TOTAL SITE 12.197 SF 1001 THE LAKE \ / BUILDINGS 1.371 SF 11.24 4; \ / DECKS & RET, ALLS 712 SF 5.80 / \ oa \ \ ►�' \ / PAVING & WALKS 947 SF 7.76% WORK IS TO BE AS SHOWN & _1P \ / GREEN SPACE 9,167 SF 75.16% NOTED AND IN ACCORDANCE �tG WITH MANUFACTURER'S / RECOMMENDATIONS, TRADE EXL�I1d.S��LQ�2Ii A@E./3 RATIO (F,A.R.I ' s i EXISTING BUILDING IS CONCRETE SLAB ON FROST WALLS WITH ASSOCIATION PUBLISHED / �'� / ,/ /\Q / / -- \ RECOMMENDATIONS AND 1 BASEMENT OR CRAWL SPACE. GENERALLY'°��\�/ / � , �O/ / / / ��,�\� � �� � CONSTRUCTION INDUSTRY NDUSTRY MAIN FLOOR SPACE 1,099 SF PRACTICES. \ \ Deck � UPPER FLOORI SPACE 9$9 SF Dock // �k /moo \\ % �� \ — _ / TOTAL FLOOR 'SPACE 2,088 SF 71 '00- �O, \ /► �''_ �i i \ / \\ (� ! \�` / 3 3 3 Utility !� eck / / \ i _---- 3 ---`� 3 � 3 l--f" \ Pole 3 >� Deck `ter / LOCATION ROJECT 4-. !� IRF \ U 6,PINEWOOD ... z `?� � b' 6'f `� �\ / o`' / I /� / 7.MEADOWLEDGE TRAIL 9p 1 w��r9 Q� 00 .. _ to // \ '<� / o� // / / \ (-3[ 8.BRIDLE PATNTRAIL ( / D 3 63 N Shore / \ / F�° / Y / — — -- 9.CRESTWOODTRAIL 4 E� �--i Line \ !/ \ \� �� — _ __ . , \ / __ / / / HILL RI? ,f= �� fi �. � c� 71-14 �\oK\ �°s' /( fie` ,! u� IRF p o� i, O JAY R y, U ., o° "P o� / e / O HEI LOCK RO WES Rl17A N e OJ o� T w NAq D \ �� a 40 x x M o+ �� r / ;' LuVA'Mkt a , �x ,t"� "�kiALL EX1 - \ O _ Ad joiners 1 00 .E y' ' ALJCE DR House \10' / <" \ Area �P / h �2" � , EAR;' SLiIIBy F ►�' V i 2197 Sq. Feet � �� r a m \ / Fields 0.28 Acres '5 y / h A ■� �p�p Iftod(yns.` QR W/ \ S �¢ � l Cross Ceddil urt LANDS N/F OF / Roads R�_ Q CC3 \ 4 Park \ , tisy �aQo N COVE DR Roxbury Group Trust -. : RA a f 289. 14- 1 -23 \ � \ Blinn Rock ■: �q DRAWS WATER FROM I O \ / Y r. x F Road Estates i — 5 ���� � ' � • Hunterbroo ,z e ` BLACKBERRY LA THE LAKE ownhomes &Apts Cedars Senior REPUTED LOCATION OF \ o LLANDS N/F ofarit#Is Living Comm. �o EXISTING SEPTIC SYSTEM \ /p C0 Q..° GAEEN IN � a9a� //++ u EVER yy..� (SITE BUILT CINDER BLOCK / `° Robert G Hogan � �' I�,�� �A�'�`�" � ® � CESS—POOL)(500 GALLON �t Wavy~ Adirondack Manor CAPACITY) 289. 14- I -27.2 v ""r' Home for'AduJts Canterbury PROJECT LOCATION MAP \ / NO SCALE CAD FILE NAME / ACAD\CARDER\C-1 SCALE 10 — 10,-0„ THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SITE PLAN SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE 1" — 10'-0" / EXISTING 10 5 0 5 10 20 SITE PLAN GRAPHIC SCALE DRAWING No. i" = 10'-0" C- 1 i i GENERAL NOTES X INFORMATION SHO" ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWNP PREPARED BY VAN DUSEN & STEVES - LEQ.END - - PROPERTY LINE - - -- - - PROPERTY LINE SETBACKS -330- - -- - EXISTING .CONTOURS No. DESCRIPTION DATE 330 I NEW CONTOURS REVISIONS E ` E OVERHEAD ELECTRIC SERVICE 04 z to \ Shore \ \ ^ % �L i� `� PROPERTY ZONING CLAS FlCATION: WNR (WATERFRONT RESIDENTIAL) w Line (( \�1 i, \ MINIMUM LOT SIZE: 2 AfES �. a MINIMUM LOT WIDTH: 15Os FEET v - / STONE W L �ii TAX MAP NUMBER: 289.1: 1-24 w ° Q w 4 UJ V) ZO en A Mum PRMSED wo aTBACKS f FRONT NA ZL SHORELINE 50'-0„ 27'--0" «*s �� � a jE \Lake SIDE (100 LOT WIDTH) / < 0 z IRF REAR 30 4 63--0 ± j MAXIMUM BUILDING HEIGTABLE 2V-0" 31'-2"f « J a W w MINIMUM PERCENT PER 71 73.99% *** � � L ,�a / 1 \ MAXIMUM F.A.R. 22% 23.39% **# 00 o o o / ( \ / ( \ ACTUAL LOT SIZE: 0.28 CRES (12.196.8 SF) � o �' a z ACTUAL FRONTAGE: 99,9 (LAKE FRONT AT TIE LINE) (,j) 0 = i 131.50'f Along Shore Line / �� ( \ " ; LANDS N/F of `\ _ .2 >w w co r > Z ClayAshworth _ e° ( / ` ( EEENT GE QMPONENT a °' E289. 14- I -25 o VI) o W > w TOTAL SITE 12.197 SF 100.0% cs ' \ ( BUILDINGS 513 SF 12.40% �C4� `�� / \ \\ ( DECKS & RET. 1.792 SF 5.84 > / �� °00 PAVING & WALK$ 947 SF 7.76% FRECOMMENDATIONS, O BE AS SHOWN & / \ / GREEN SPACE 9,025 SF 73.99% D IN ACCORDANCE NUFACTURER'S pOPOSEQ BOOR AREA RATIO (F.A.R.) TRADE TION PUBLISHED h / i EXISTING BUILDING IS CONCRETE SLAB ON FROST WALLS WITH RECOMMENDATIONS AND / /F '\ %\O \ / �� — -s u` > 4_1 `\ BASEMENT OR CRAWL SPACE. GENERALLY ACCEPTED LOCAL CONSTRUCTION ONPRACTICES.RUTION INDUSTRY MAIN FLOOR SPACE 1.443 SF UPPER FLOOR, SPACE 1,410 SF ' ( / `� , TOTAL FLOOR SPACE 2,853 SF \,\ Dock I �� �k �( �- / _op -- ) _ _ %/, INDICATES VARIANCES REQUIRED FROM ZONING CODE REQUIREMENTS / \ \ 2_ . ' �_�_ 3 3 Utility Pde FLOOD RESISTANCE CONSTRUCTION NOTES: 4 -3 / FLOOD RESISTANT CONSTRUCTION NOTES: �Q\\ IRF �� + ;�\ THE ESTABLISHED FLOOD ELEVATION FOR GLEN LAKE IS ELEVATION 403.8 (100 YEAR FLOOD , \ �e� \ / ' \ / L \ / ELEVATION. v 00 to �' `�� THE EXISTING FINISHED FLOOR OF STRUCTURE AS SHOWN IS ELEVATION 410.75'. LineSho 1 i/ // \ ,�� o`� \ ALL SEWAGE DISPOSAL, MECHANICAL AND ELECTRICAL SYSTEMS MUST BE INSTALLED AT LEAST 2' CC3 ,y �'�\X \ ��` / ` / ABOVE THE CERTIFIED FLOOD ELEVATIONS: 'IN THIS CASE THE ELECTRICAL SERVICE PANEL IS C4 �iy '� \ INSTALLED ON THE MAIN FLOOR OF THE BUILDING WHERE THE EXISTING FLOOR ELEVATION IS I�.� �\ ° P� 410.75' WHICH WILL MEET THE REQUIREMENTS OF NYSBCR324.1.5. THE PROPOSED SEWAGE v *t:� DISPOSAL SYSTEM WILL BE ABOVE ELEVATION 410 ON THE OPPOSITE SIDE OF THE DRIVE AT ELEVATION 414.0't THE NEW ENHANCED TREATMENT UNIT AND EFFLUENT PUMP COVERS WILL BE 4) AT ELEVATION 410.5 AND ARE 44 DEEP, THE BOTTOM OF THE TANK ELEVATIONS WILL BE 406.83 IRF WHICH WILL BE 36" ABOVE THE ESTABLISHED FLOOR ELEVATION AND WILL MEET THE 0 GCS � � REQUIREMENTS OF NYSBCR324.1.5. Q�eV0 Ln Ok / ALL PLUMBING AND SEPTIC INSTALLATIONS MUST ALSO MEET THE REQUIREMENTS OF M .S , NYSBCR324.1.6. IN THIS CASE THERE WILL BE NO PLUMBING INSTALLED BELOW THE EXISTING 0 BUILDING FLOOR AND ALL SEPTIC WILL BE .INSTALLED ABOVE THE 405.8 FREEBOARD ELEVATION. 0 THE TANK LID AS SHOWN IS AT ELEVATION 410.5' AND IS A SEALED UNIT. SEPTIC FIELD IS SET '1 •iy Gt '' ° ' o© AT ELEVATION 414.0' AT ITS LOWEST POINT. Adjoiners �� 4j / / / / �4 �^�1 House V �/ c� ® IN ACCORDANCE WITH NYSBCR324.1.9 AN AS-BUILT\ CERTIFICATION OF THE EXISTING FLOOR SLAB IS TO BE PROVIDED TO THE CODE ENFORCEMENT OFFICE. / v ` LANDS N/F of ,� \ � / /\ , Area RoxburyGroupTrust � \ o ,\ 1\ � O/0 ` i 12197 Sq. Feet 14- 1 -23 \ 0.28 Acres 289 — 10 °o LANDS N/F OF h Robert G Hogan s' 289. 14- 1 -27.2 � CAD FILE NAME ACAD\CARDER\C-1 SCALE 1" = 10'-0" THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SITE PLAN SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE 1" — 10'-0" PROPOSED 10 5 0 5 10 20 SITE PLAN GRAPHIC SCALE DRAWING No. 1" = 10'-0" _' Crf i `s tN-• \Ili. PLACE 3" OF 3/8" WASHED PEA STONE OVER THE FILTER FABRIC a. SAND. INSTALL DISTRIBUTION LATERALS. PLACE 3" ADDITIONAL PEA STONE TO COVER DISTRIBUTION PRESSUREIZED LINEPEA GRA emu,,," `�� a LATERALS FROM S.T.E.P. TANK GRADE T i� vUi�- aUfi�� _viti< Q INSTALL BOARD WEAVE FILTER FABRIC OVER PEA STONE. CONTINUOUS 2" THICK RIGID No. DESCRIPTION DATE COVER WITH ADDITIONAL 2" THICK LAYER OF PEA STONE OR v INSULATION BOARD AND 45 MIL Z! WOOD CHIPS. RAKE SURFACE LEVEL. . SURFACE SHOULD BE r.-..- y . REVISIONS .,. POLYPROPYLENE MEMBRANE. THE t1" DOWN FROM TOP OF TIMBERS OR CMUS. BSF. SHALL INSTALLED LINER MUST BE WATER NOT BE COVERED WITH ANY OTHER MATERIAL THAT WOULD :: TIGHT. INSULATION SHALL BE TIGHT •• :._.. :• . k, _.._:....Y... _ _ _•, _ FLUSHING VALVES � TH E HE EXCHANGE OXYGEN WITH THE SURFACE TO TIMBERS OR CMUS. W -•- ::... _ w o y c INSTALL 90' SWEEPS WITH TREADED t u, PLACE 24 OF SAND MEDIA MEETING $ a 6x6 PRESSURE TREATED LANDSCAPE CAPS AT THE ENDS OF EACH .. :•: .-- .• .. t y • ASTM C-33 IN'BSF TIMBERS OR MASONRY BLOCKS, SET LATERAL. DO NOT USE SHORT 90 REQUIREMENTS S cn LEVEL & PLUMB STAGGER JOINTS & ELBOWS. C ANOUTS A IN LEVEL 8" THICK LIFTS. PRESS � _ LE SHALL BE �• _ ATTACH WITH 9" SPIKES AT 2'-0' PLACED IN 6-INCH DIAMETER VALVE IN-PLACE ALONG EDGES TO REMOVE _ w iY W O.C. BOXES ZOELLER MODEL 5056-0006 VOIDS USE 1 1/4- DIAMETER PVC CLASS 200 MINIMUM FOR DISTRIBUTION ; -. �` ° - a MANIFOLD. LATERALS SHALL BE 1" SCHEDULE 40 PVC PLACED 24" " " _..:::•..-�- � ;-.- INSULATION '- � o •o • : ON CENTER. USE 1/8 DIAMETER ORIFICES PLACED 24 APART. PROPOSED .: . . .- - - - GRADE LATERALS SHALT_ BE INSTALLED WITH ALL HOLES POINTED DOWN d EXCEPT LAST ORIFICE IN EACH LATERAL POINTS UP. 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LINSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF 2" DIA. SCH 40 PVC FORCE MAIN. INSULATE WHEN COVER N.T.S. PLACE ONE OR MORE COURSES 6"x6" LANDSCAPE TIMBERS THE FILTER. INSPECTION PORT SHALL BE CONSTRUCTED OF FILL IS LESS THAT 3'. SLOPE PVC PIPE 1/8" PER FOOT ALONG PERIMETER OF BSF SO TOP IS TERRACED LEVEL. 4" DIAMETER PVC (SDR 35 MINIMUM) PERFORATED PIPING AWAY FROM SAND FILTER WORK IS TO BE AS SHOWN & REMAINING COURSES WILL BE BUILT UP ABOVE GRADE. WRAPPED IN FILTER FABRIC. WELL SHALL EXTEND INTO THE � NOTED AND IN ACCORDANCE BUILD ENCLOSURE WITH CORNERS JOINED WITH HALF LAP NATIVE SOIL BENEATH THE BSF. 1 1/40 OVC MANIFOLD FROM WITH MANUFACTURER'S JOINTS AND REINFORCED EFFLUENT PUMPING SYSTEM RECOMMENDATIONS, TRADE SURFICIAL MATERIAL INSIDE BSF AND BLEND WITH 3" OF WITH REBAR PINS. SCARIFY 3" OF VACUUM BREAK ORIFICE SHIELD (TYP) ASSOCIATION PUBLISHED SAND RECOMMENDATIONS AND GENERALLY LOCAL BOTTOMLESS SAND FILTER SECTION 40'-0" CONSTR UCAONPTED INDUSTRY N.T.S. 12" 24" TYP. COLD WEATHER ORIFICE PRACTICES. SHIELD (TYP.) 0 !, cV i i 45 MIL POLYPROPYLENE MEMBRANE 1" PVC SCH, 40 LATERAL WITH 1/8" DIA, 6x6 PT 11MBERS OR MASONRY BLOCKS ORIFICES 19 ORIFICES PER LATERAL \ PERIMETER STRUCTURAL SUPPORT —4" INSPECTION PORT AT TEST PIT INFORMATION STRAIGHT FLUSHING VALVE ASSEMBLY GRADE WITH DRY FIT CAP C) i \ IN 6" VALVE BOX TEST PIT INFORMATION TAKEN — 27 JUNE 2019 BY i \ ETHAN P. HALL — RUCINSKI HALL ARCHITECTURE00 O ' TP- 1 con cd 0-9" TOPSOIL 0 9--25" LOAMY FINE SAND BOTTOMLESS SAND FILTER PLAN I ;:4 25--72" MEDIUM SAND WITH SOME BOULDERS N.T.S. i \ NO SEASONAL HIGH GROUND WATER TABLE WAS OBSERVED SLOTS FOR DRAINING 1" SCHEDULE 40 , \ / / PERCOLATION TEST INFORMATION PVC LATERAL PIPE ' i ' PERC. PIT INFORMA11ON TAKEN - 27 JUNE 2019 BY SIDE VIEW _ TOP ME a ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE -� ORIFICE ZOELLER MODEL 5055--006 PIPE INVERT SLOTTED ORIFICE \ PT- 1 P STABALIZED PERCOLA11ON RATE 1 MIN. 30 SEC. PER INCH LATERAL DETAIL N.T.S. •�h�. '' / / BOTTOM ORIFICE LATERAL \ g T-1 PVC LATERAL � / i SEPTIC SYSTEM DESIGN 1 , SIDE VIEW T P VIEW h �X / / DESIGN FLOW - 4 BEDROOM HOUSE WITH WATER SAVING T FIXTURES AT 110 gpd PER BEDROOM = 440 gpd TP-1 / %� �O/ PVC ORIFICE SHIELD SEPTIC TANK - UT1LI4_1_7E NORWECO SINGULAR GREEN WASTEWATER TREATMENT SYSTEM MODEL 960. SEE MANUAL FOR COLD WEATHER PRIFICE SHIELD / FOR GENERAL SPECIFICATIONS. SYSTEM DESIGNED FOR N.T.S. D+ 600 CPD APPLICATION / O •�� ' -6" DIA. VALVE BOXES , \v/ 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 DN THE PROJECT. ACAD\SAFIA\C-1 90' SWEEPS WITH THREADED CAPS SCALE AS NOTED \ AT THE ENDS OF EACH LATERAL DRAWN BY DRAWING TITLE \ ` FLUSH VALVE ASSEMBLY SEPT IC SYSTEM SINGULAR DETAILS \ DRAWING No. C— 3 GENERAL CONSTRUCTION N OTES 0 MAINTENANCE SHALL BE IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURERS RECOMMENDATIONS OUTLINED IN THE OPERATION AND MAINTENANCE MANUAL. SYSTEM INSTALLATION AND MAINTENANCE ACTIVITIES SHALL i BE COMPLETED BY PERSONNEL TRAINED TO PERFORM STATES ACTIVITIES BY THE EQUIPMENT MANUFACTURER OR MANUFACTURERS REPRESENTATIVE. 3 a ALL SYSTEMS COMPONENTS SHALL BE INSTALLED, OPERATED, AND MAINTAINED IN ACCORDANCE WITH EQUIPMENT MANUFACTURES RECOMMENDATIONS, DESIGN DRAWINGS AND ALL STATE AND LOCAL REGULATIONS. 0 No. DESCRIPTION DATE o SYSTEM SPECIFICATIONS REvisiar,s CQ 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 8SF SO TOP IS FLUSH WITH 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. uj c,04 r 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 WWII 3" OF SAND a p U7 a 1/8" SIDE TO SIDE AND END TO END. TANK EXCAVATION SHALL EXTEND 18•-24" LONGER AND WIDER THAN TANK. (n J W SUITABLE GRANULAR MATERIAL SHALL BE PLACED ON THE SIDES OF THE UNIT TO BRING 1T-1E SURROUNDING GROUND PERIMETER STRIPPING AND EXCAVATION OF SOIL BENEATH THE NATIVE SOIL/FILTER SAND INTERFACE IS PROHIBITED z ��, TO GRADE. USE 2x4 SUPPORT BOARDS AS NEEDED TO PREVENT CAVING OF THE ENCLOSURE WALLS DURING CONSTRUCTION a z TREATMENT UNIT SHALL DRAIN INTO 1,000 GALLON CONCRETE SINGLE COMPARTMENT PUMP TANK. PLACE TANK } .. a W ? AAAfff z U » » " 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 r Q m a 4N SHALL BE LAYER SHALL BE INSTALLED IN ACCORDANCE OF THE MANUFACTURERS WRITTEN INSTALLATION UNIFORMITY COEFFICIENT (D60/D10) OF 3.0 TO 4.0. THE MAXIMUM ALLOWABLE PERCENTAGE OF FINES PASSING € d N INSTRUCTIONS. DO NOT PLACE WATER INTO THE TANK UNTIL BACKFILL HAS BEEN COMPLETED. ( a THROUGH A NUMBER 200 SIEVE SHALL BE 1X SAND MEDIA SHALL BE STOCKPILED AT THE SITE OR SUPPLIERS 0 Q YARD) o PIPING BETWEEN TREATMENT TANK AND PUMPING STATION SHALL BE 4" DIA SCHEDULE 40 PVC OR EQUIVALENT PIP Q co o o WITH SOLVENT-WELDED JOINTS, LAID AT MINIMUM GRADE OF 1/8 PER FOOT PL ACE 24" OF SAND MEDIA MEETING ASTM C-33 REQUIREMENTS IN BSF IN LEVEL 8" THICK LIFTS. PRESS IN PLACE o w Q o SET THE CONTROL PANEL TIMER SETTINGS SUCH THAT THE PUMP WILL RUN FOR THE TIME REQUIRED TO LSEUVER 35 ALONG EDGES TO REMOVE VOIDS. PLACE 3" OF 3/8" WASHED PEA STONE OVER SAND. INSTALL DISTRIBUTION _ U , a LATERALS. PLACE 3" ADDITIONAL PEA STONE TO COVER DISTRIBUTION LATERALS. PLACE A BROAD WEAVE FILTER �' "`� ` z w GALLONS OF WRIER TO THE FINAL DISPERSAL LOCATION (APPROXIMATELY 1.5 MINUTES INCLUDING DRAIN BACK). THE WZ r'c� o o FABRIC OVER PEA STONE AND COVER WITH ADDITIONAL 2" "THICK LAYER OF PEA STONE OR WOOD CHIPS. BSF SHALL = PANEL SHALL BE SET TO DOSE ONCE EVERY 2 HOURS. DURING STARTUP THE DOSE VOLUME STALL BE VERIFIER. NOT BE COVERED WITH ANY OTHER MATERIAL THAT WOULD RESTRICT THE EXCHANGE OF OXYGEN WITH THE SURFACE. ' a 4 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 2-� oo as Q 0 a r_ za BSF. . PIPING SHALL BE INSTALLED ON A BED OF SAND WITH 1/8"/FOOT SLOPE FOR DRAIN BACK TO PUMPING GRAIN MATERIAL. � �� �,, o ,T,�, ,,, � U v � Q � STATION. AREAS OF FORCE MAIN THAT DO NOT AVE 4-FEET OF COVER SHALL HAVE A 2" PIECE OF RIGIQ 2"� VENT ABOVE 5 � � �° W INSTALLATION PLACED OVER PIPING FOR FROST PROTECTION. ALL PRESSURE JOINTS SHALL BE PRIMED AND o �, a) = o USE 1 1/4"� DIA PVC CLASS 200 MINIMUM FOR DISTRIBUTION MANIFOLD. LATERALS SHALL BE 1" SCHEDULE 4Q PVC FIN. GRADE WITH o-c N 'o v E '- CHEMICALLY FUSED. PLACED 1.5 ON CENTER. USE 1/8 DIA ORIFICES PLACED 2.0 APART. LATERALS SHALL BE INSTALLED WITH ALL BIRD SCREEN Q� w to En >U- LLJ BSF SMALL MEASURE 20'-0" LONG x 14'-0" WIDE (OUTSIDE DIMENSIONS). BSF SHALL BE CONSTRUCTED OF 6"x6" HOLES POINTED DOWN EXCEPT LAST ORIFICE IN EACH LATERAL POINT UP. USE CLARUS MODEL 5055-0006 OR APPRO)OMATE MANHOLE COVER - , PRESSURE TREATED TIMBERS OR MASONRY BLOCKS. THE INTERIOR OF THE BOX SMALL BE FACED WITH 2" THICK EQUIVALENT SLOTTED ORIFICE CAPS TO PROTECT THE 1/8 ILIA ORIFICES. FlNI1 GRADE (LOCKABLE] AT GRADE WORK IS TO 8E AS SHOWN RIGID INSULATION BOARD AND 45 MIL POLYPROPYLENE MEMBRANE. THE INSTALLED LINER MUST BE WATER TIGHT. E ENGINEER SHALL INSPECT FILTER BASE PRIOR TO PLACEMENT OF LINER. INSTALL 90' SWEEPS WITH THREADED CAPS AT THE ENDS OF EACH LATERAL. DO NOT USE SHORT 90' ELBOWS. NOTED AND IN ACCORDANGE CLEANOUTS SHALL BE PLACED IN 6" DIA VALVE BOXES CLARRUS MODEL 5056-0006 OR EQUIVALENT. WITH MANUFACTURER'S INSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF THE FILTER. INSPECTION PORT SHALL BE CONSTRUCTED RECOMMENDATIONS, TRADE HANGER PIPE ASSOCIATION PUBLISHED OF 4" DIA PVC (SDR 35 MINIMUM) PERFORATED PIPING WRAPPED IN FILTER FABRIC. WELL SHALL EXTEND INTO THE RECOMMENDATIONS AND NATIVE SOIL BENEATH THE BSF. FOR PUMP REMOVAL GENERALLY ACCEPTED LOCAL INLET FROM WASTEWATER— CONSTRUCTION INDUSTRY TREATMENT SYSTEM PRACTICES. flT 7YALARM GH WATER SWITCH GENERAL NOTES: RESERVE CAPACITY �T 2"0 TO ® AFTER ALARM SOUNDS ALTERNATE INLET EXTENDED AERATION AERATOR MOUNTING RISER RECEIVING FLANGE � SINGULAfR AERATOR, AS TESTED AND DIST. BOX EQUAL TO ONE DAYS START LEVY L _____ -- _ LOCATION CHAMBER AND VENTED COVER ACCEPTED BY NSF. CAPACITY (DUPLEX PUMPS - 4 BIO-KINETIC®SYSTEM LOCKING LUGS ® WITH INDIVIDUAL ALARMS LEVEL CONTROL QUICK DISCONNECT A 0 FALL THROUGH SINGULAIR PLANT SWITCH SLIDING COUPLER APPROVED SEALING DEVICE APPROVED SEALING FROM INLET INVERT TO OUTLET INVERT MAY BE USED IN LIEU SHUT-OFF LEVEL ----------------- ?_-- _______._ __DEVICE IS FOUR INCHES. INLET INVERT IS 16 ONE DAYS CAPACITY)OF A SINGLE PUMP AND I INCHES BELOW THE RISER MOUNTING SURFACE. � ON DEEPER INSTALLATIONS, RISERS --— - MUST BE USED TO EXTEND AERATOR PROVIDE 3" SAND OR -000 o°°oo MOUNTING RISER AND BIO-KINETIC PEA GRAVEL UNDER TANK �. A SYSTEM MOUNTING RISER TO GRADE. A INSPECTION CHAMBER MUST VBE DEVELOPED TO ER ON ENT EFFLUENT TANK DETAIL 00 / WITHIN TWELVE INCHES OF GRADE. N.T.S. !�-+ Ln 4"DIAMETER EFFLUENT LINE = C� REMOVABLE COVERS ON RISERS ARE _ EACH SECURED TO PREVENT PUMP STATION NOTES 4"DIAMETER INLET LINE !�� � UNAUTHORIZED ACCESS. 1. PUMP TO BE �EFFLUENT PUMP BIO-KlNETfe SYSTEM MOUNTING ® CONTACT THE LOCAL, LICENSED GOULDS MODEL GL3885-WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED � PRETREATMENT CHAMBER r" RISER AND COVER SINGULAIR DISTRIBUTOR FOR 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. C �-- E ELECTRICAL REQUIREMENTS. AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE C ^ F ALTERNATE INLET LOCATION FINAL CLARIFICATION CHAMBER ASSEMBLY GASKETED GE FLANGM PLAN VIEW c) VENTED COVER OPTIONAL BLUE CRYSTAL® CHLORINATION SYSTEM APPROVED SEALING DEVICE PROJECT ENGINEER'S APPROVAL:SINGULAIF �• TO 4"DIAMETER EFFLUENT LINE I (WE) HEREBY CERTIFY THAT THIS (SEE SEE NOTE AERATOR DRAWING HAS BEEN CHECKED AND IS Cy ( N 1) OPTIONAL BIO-NEUTRALIZER® 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 SEALING DEVICE B{G-KINETiC9 SYSTEM GASKETED APPROVED FOR USE IN CONFORMITYWITH THE CONTRACT DOCUMENTS. LOCKING LUGS RISER b �i In APPROVED SEALING ® DATE: Gi DEVICE 0 11 0 NAME: CRITICAL DIMENSIONS � rr 1 V-51/2" ON 0'-0 318" I IN 4'DIAMETER [� 3'-3" 00'-6" EFFLUENT LINE [i 3'-5 1/4" CPl 0'-0 3/8" S� H �] 4'-21/4" ® 10-8" L M 0 2'-8 3/4" ® 4'-31/2" SINGULAiR*BIO-KINETIC® 60° [ 10'-6 1/2" 5'-11 1/2" SYSTEM DISCHARGE \ 01 l'-4" V-4" (SEE DETAIL) 1 [] 4'-7 112" [U 61-6" L I p'-3" m PRETREATMENT CHAMBER I BIO-KINETIC®SYSTEM �i 0"-1 1l2" CAD FILE NAME X 11'-0" �X ON- ACAD\SABIA\C-1 T --- [ 0'-0 3i4" DY SCALE AS NOTED SUBMERGED TRANSFER PORT AERATION CHAMBER FINAL CLARIFICATION CHAMBER MJ 4'-4" -" OUTLET END VIEW �.,� DRAWN ear" TRANSFER PORT U.S. ► orweca o� 10-201 G AND FOREIGN BDS DRAWING TITLE PATENTS "� EXTENDED AERATION CHAMBER SECTION A-A NOTE: TOTAL SYSTEM CAPACITY: 1,300 GALLONS PENDING SI G DA w BIO JMM -STATIC SLUDGE RETURN RATED CAPACITY: 600 GALLONS PER DAY NGuu+IR'GREEN � 96Q-500GPU SYSTEM 08-04 20,o SEPTIC SYSTEM @ NTS a s..e H oasxncxu SINGULAR MMXVIII m..Ro.�..�. DETAILS DRA4'u!NG No. 4 q�{ C-- -