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1.4 1.4 WASTEWATER-SEWER\Set PMSabia—Replacement—Components—Disposal Field Pump Station Force Main to Well Lines Structures Glen Lake—3-21-2022 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF JOHN AND MARY JO SABIA RESOLUTION NO.: 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 have applied to the Local Board of Health for variances from Chapter 136 to install a replacement wastewater treatment system with its components proposed to be located as follows: 1. Disposal field to be 68' from the existing well in lieu of the required 100' setback; 2. Disposal field to be 42'8" from the adjoining property's well in lieu of the required 100' setback; 3. Disposal field to be 6' from the residence in lieu of the required 20' setback; 4. Pump station to be 8' from the property line in lieu of the required 10' setback; 5. Force main to be 6'4"from the property line in lieu of the required 10' setback; 6. Disposal field to be 7' from the property line in lieu of the required 10' setback; and 7. Disposal field to be 60' from the Glen Lake shoreline in lieu of the required 100' setback; on property located at 43 Canterbury Drive in the Town of Queensbury, NOW, THEREFORE, BE 1T RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing on Monday, March 21', 2022 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 in the Town of 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 feet of the property as required by law. Duly adopted this 7`"day of March, 2022,by the following vote: AYES NOES ABSENT: NOTICES\SE WER\Sabia-Replacement System-Components—3-21-2022 NOTICE OF PUBLIC HEARING IN ACCORDANCE WITH TOWN OF QUEENSBURY ON-SITE SEWAGE DISPOSAL ORDINANCE CHAPTER 136, NOTICE IS HEREBY GIVEN THAT THE TOWN OF QUEENSBURY LOCAL BOARD OF HEALTH WILL CONDUCT A PUBLIC HEARING ON MONDAY, MARCH 21ST, 2022 AT 7:00 P.M. AT THE QUEENSBURY ACTIVITIES CENTER, 742 BAY ROAD, QUEENSBURY TO CONSIDER AN APPLICATION BY JOHN AND MARY JO SABIA FOR SEWAGE DISPOSAL VARIANCES TO INSTALL A REPLACEMENT WASTEWATER TREATMENT SYSTEM WITH ITS COMPONENTS TO BE LOCATED AS FOLLOWS: 1. DISPOSAL FIELD TO BE 68' FROM THE EXISTING WELL IN LIEU OF THE REQUIRED 100' SETBACK; 2. DISPOSAL FIELD TO BE 42'8" FROM THE ADJOINING PROPERTY'S WELL IN LIEU OF THE REQUIRED 100' SETBACK; 3. DISPOSAL FIELD TO BE 6' FROM THE RESIDENCE IN LIEU OF THE REQUIRED 20' SETBACK; 4. PUMP STATION TO BE 8' FROM THE PROPERTY LINE IN LIEU OF THE REQUIRED 10' SETBACK; 5. FORCE MAIN TO BE 6'4" FROM THE PROPERTY LINE IN LIEU OF THE REQUIRED 10' SETBACK; 6. DISPOSAL FIELD TO BE 7' FROM THE PROPERTY LINE IN LIEU OF THE REQUIRED 10' SETBACK;AND 7. DISPOSAL FIELD TO BE 60' FROM THE GLEN LAKE SHORELINE IN LIEU OF THE REQUIRED 100' SETBACK; ON PROPERTY LOCATED AT 43 CANNTERBURY DRIVE IN THE TOWN OF QUEENSBURY, (TAX MAP NO.: 289.17-1-26). TO OBTAIN FURTHER INFORMATION, ALL INTERESTED PERSONS MAY CONTACT THE QUEENSBURY TOWN CLERK'S OFFICE, 742 BAY ROAD, QUEENSBURY (518) 761-8234 OR VISIT ON LINE AT: WWW.QUEENSBURY.NET . AT THIS PUBLIC HEARING ALL INTERESTED PERSONS WILL BE HEARD. PUBLICATION DATE: MARCH ,2022 CAR.OLINE H.BARBER TOWN CLERK TOWN OF QUEENSBURY SEPTIC DISPOSAL PERMIT . Mce Use Only, APPLI ® SON Permit�f. Permit Fee:$ t' sy . invoice#:` ' 74;Bay Road,Queensbury;NY 12804 ' 5 P:s18.761.8256 evuvwqueensbgr�.net: ` C�U � SB1�RY+-{ s Septle,Yarianee7 Y: �N .C1�R�S . Flood Zone3' Y. N - Wetlands? Y : N Reviewed By:' Project Location :4-3 .0 Tax map.# �9 a RESIDENCE INFORMATION: Year.Built Gallons #of bedrooms: X gallons per. :=fatal daily flow per day bedroom: Garbage Grinder Yes Na �1980 or older : 150.. Iristailled? (choose_one). . 1981-1991 130 Spa or Hot Tub Yes .No 1902�-Present 110 Installed? (choose ones; PARCEL INFORMATION: Topography Q Flat Rolling " Steep Slope: %Slope S®il Nature Sand .. 0:Loam .Clay. � Otther,-.explain:. . Groundwater: : . At what depth? . : b T ?0003v E .. Bedrock/impervious material: At what depth?: . i� CpU.�lrt�a2 . Domestic Water Supply [] Municipal Wtill : []Lake (i f well or"lake;,onrater supply from an se system absorption:is JAL ft�) Percolation.Test. Rate: P,.W per'minute per inch {test to be completed by i licensed engineWarchitect) PROPOSED SYSTEIOti INFORMATION: = Tank size I30Qgallons (min. size 1,O0o gallons, add 250 gallons for'each:garba ' cyiinder or spa/hot tub.: . System.. Absorption field w/#2 stone Total`.length .. ft.; Each7rench ft. Seepage Pit w o stone: . :` HoW rhany Size: V. Alternative System Bed or other type: : Iti�L S S 'NYI L Holding Tamk System Total required capacity? ,tank size. ,. #of tanks Septic.Application Revised Apol 2021 CONTACT INFQRMATION: PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Mailing Address, c-/S 1\ C�ii�'!?I,�� �p'i�V'L� ,POU67 Zb Cell Phone:; �5 ;.3go- 44- Land line: Email: Primary Owneds) .. Natne(s): ' PpV11G Mailing.Address, C%SJZ . ... Ce11 Phone: Land Line: . Einail: ❑Check if all work will be performed by property owner only ICo6trActor: Contact Nanie(s): Contractor Trade:.. Mailing Address, C/S/Z: Cell Phone Land Linea Email: - - **Wo leers°Comp-dociumentation most.be subMitted with thig alpplitation" 4 - Eng1n6e'irisla Nalrrie(s): NSA �"J L,.P!"T7:F-_ R-r-_ Mailing Address, C/s/Z: l4- t 2-$O 1 Cell Phone: land Line:L,�510 �4 l-621 Email:. Grp 1')°rl,t. `- {� C0" . . Contact Person for Compliance.in regards to this project: " , t NOTES:.1.Alarm system and associated electrical 'work mutt be inspected by.a Town approved electrical inspection agency; 2.We will no longer alloy systems to be covered until such time as an as-built plan is received and approved.The installed system must Thatch the septic layout on file—no exceptions.9.As- built drawings must be submitted prior to the inspection, if there has been a change to the submitted plans.4. If;for any reason,the biaildin permit application is WitladPjwn;30%of the fee is retained by the Town of Ciueensbury.After 1 year from the initial application date, 100%of.the fee is retained. Declar of h:Any permit or approval granted which is based upon or is granted in reliance upon any material representation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void.i have read the regulations and agree to abide by these and all requirements of the Town of Queens6ury Sanitary Sewage Disposal ordinance: PRINT DAME: . SIGNATURE: DATE: Septic Application Revised April 2021 Office Use only SEPTIC VARIANCE - . .Permit#.:: . • . : - r, APPLICATION Permit Fee:� Town�C�«vcnatKiiry . • , Invoice#: 742 Bay.Road:.ttueensbury,NY 12804 P:918-76141256 www:gueensburn.net ApProvais: Subrnittal: 1 (one).original&8 copies of the:corrlpleted appiication package.. " PLEASE PRINT LEGIBLY OR"TYPE, PLEASE:INCLUQE AN EMAIL Section lc. - t'>ontact Infomnatlon:" Propei ty Qwner(s):- 30 - n � j A owner`s Agent: Address:, - '{�',��+�"= Address: : �.� r^ y� Phone#:, ::. V" e.#:: �. -" . ""MIS �c nn Phan - Email:` �� U .V �:. Email: _ Section"2i Site Information: . Site.Address: ; � 2.15VP . �/ Tax"ID#: 1 '' Co Directions to Site: C �{ `i', (ll 1Q�1/1C!t✓ S C ��— cS �Il l/� " S F ti�P Section 3• - (� , Distance from well on property to septic system(if applicable) • feet Section 414i .. Is it possible to install"a conforming septic system on this properrty? Q Yes, . XN6 if YES,please explain"and"attach a diagram:." Section 5: Does the"proposed system eet setback requirements-for distance from Wells&septic systems-on neighbor. properties? YesNo .If NO;please explain: �� PJ .,O�1�l Oft} : " Section e. ��`` .nVtiit Filp �-1. ' : 1 .:F' l l� T', �tN_ Et L is the proposed system to be installed under a parking area,? . Q Yes iV0 . =" Section 7: Section of the Sanitary Sewage ordinance from which you are seeking the Variance(Le.' leaching system will be 89 ft. from well in lieu of.required 100 ft.): ` , ,1, •.- h.5 uT 0� Septic Varlanre Appilcatlo6 Revised December2021 RUCINSKI HALL ARCHITECTURE Ronald Richard.Rudinski Ethan Peter Hall 134 Dix Avenue Glens Falls NY 12801 Voice 08 741 0268 Fax 518 741 0274 itmaii ephall@nycap.rr.com 43 Canterbury Drive-Sabla Residence 18 February 2022 Continuation of Section 7: Section of-the sanitary sewage ordinance from Which you are seeking the variance Variance# Location-1 Location 2 Proposed (ft.) , Required (ft.): Relief(ft.) 1 Exisf-Well' Disposal field'. 68°-0" 100."min'. &4, 2 .. Adjoining prop. Well.' Disposal field. 42'=8". . 1.00' min.. 57-4". 3 Residence Disposal field 6'-0" 20' min. 14'0 4 Property line Pump station 8'.-011. 10' min. 2'-0". . 5 .-Property line Fore.main 6'-4" . 10'min. . .. 6 Property line Disposal field T-0# 10' min. 3'=0 7 : Shoreline Disposal field 60'-0"- 100' min. . 40-O". 1 4v4v Y:uo a-n . ,rnVr%C DLc&VAVO V; -.Lv.L f I live%'1 Y: 4 Ud dta neftue.OweW addracm and.bw mop ncrirtbsrc of air adjoilting propeity owners. You may Obtain tax map numbers from the Assessor's lice:as wd:as the names.and addresses;- Nofth Name.. . Address BouHs Natne1 "r Tax Map ID: East Name # Y1i1inM1 ►- �'�': Address A 1� .1Pn : Tax Mep ID" West Name ( 9�xv Address ', Tax Mai i® OWNER STATEMM, I/We do hereby' re ieve the ToWfi of Queensburyfrom any Ilabllitles an the plumbing and septic system located at: 1/We realize that putting the well,septic tank'or leaching system less tttan::th6required_.�feet from the,ib May Increase the risk of pnllut9on owr„er--Print Name: 1 date: a.� Z Win: ! Oovner-Signature: , NEIGHBOR OR TEIAhI I'II.EA;aE STI�' NIEN'F(if applicable}. I/We do hereby relieve the Town of Queensbury froth any Ilabilities on the plumbing and septic system located at: - I/We realize that.pottingthe septic tank or leachl,ng system lest than the requlred feet from the WOLL may Increase the(1A of pollution; , 'fVeighbarlTenant— rint Name. cs 7" f• : M Nelghborftenant-5lgnature: F 4ruary Septte Varcbeue Application. 3Q18 . 11/22/2020 4:59 PM FROM: Staple TO: .+15167410274 AUTHORIZATION AND SIGNATURE PAGE This page Includes the Authorization to=Act as Agent form,engineering fee disciosure;authorization for site visits,other permit responslbilltles and agreement to provide docunnentation required. Complete the following if the OWNER is using an Agent: Owner's Tamer '6 besignates --"--- . L- � as agent regarding the septic Variance for Tax Map#* :. OWNEFeS SIGNAtURE6 !?A TE:. .! � �.z.'. 2.0 Eneineerine fee Disclosure:Applicati®ns may be referred to the Town consulting englneerfor review of septic design;storm drainage,etc:as determined by the Town Board of Health. Fees for engineering revagvti services will be charged directly to the appl€cant. Aulbolizatloh for site Visits:!$y signing this page and submitting the applicati®n materials attached herein;the Owner,Applicant and his/her/their agent hereby-authorize the Town Board of health;building and oode Enforcement Off iceirs.and Town Engineer to enterthe subject propertles for the purpose of reviewing the app!€cation submitted. Pleases e:Other permits may be required,for c6fistruttich or alteration activity subsequent to appf petal by the Teintn 8®ard of Health. It is the applicant's respons€bility to obtain any additional permits. Official Meeting,Minutes Dlsclosure•it N the practice of the'rown 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 Instructlons for submission;agree to the submission requirements and completed checklist: OWNER--PRIWTNAME �Wil OWNER—SCGNATElRE . [DATE: I � tI A-6. AGENT-+HINT NAME: AGENT—SIGNATURE: DATE. ��! S®pticVartarlce Ap®lieatloa Fehruary2018 PLEASE ATTACH THE FOLLOWING T6 YOUR AP-PLICATIONt . 1. A location map,showing the site within the Town of Queensbury, 2: A p[flt p[an.shovuirig existing arid-proposed features of the property;including: a. Lot dimensions b: North arrow and scale:l inch=40 feet : c. ' LocationA dimensions of existing and proposed buildings;showing setback distances and • uses d; :Parking layeut to scale(if applicable) e: I'hysicat features(street,steep slopes,[ekes,wetlands,etc.} f:- Location pf all wells and septic systems on ne[ghbor[ng properties g. Adjacent 6vvnership4 . . h; All properties Within 500:feet - •. A sarnp[e plot plan"arid lacatian are.sWn below: .' M7 A. d q AMA f i� it '� b. • :yyy Septic Variance Applieaiien February 2018 I 0Property]description Report.For: 43 Canterbury Dr, M Municipality of Queensbury sMus:. ActIV6 + Ro11 Section: Taxable Swig: 523400 Tax Map ID MI 289.17-1-26 Property Pass: 260-Seasonal res Site: RES 1 In Ag.District: : No - Site Property Class: 260-Seasonal res Zoning Code: WR Neighborhood Code: 06123-Glen Lake Total Acreage/Size: 0.19 . Sdhool.District: Lake George Land Aaseseceent: 2020-$221,300. Total Assessment: 2020 r 320;000 Pull Market value: 2020-t920,006 Equalization Rate: ---- Property Deco Camp Ward i IOWN Deed Boole 3915 Deed Page: 42' - Grid Easb- 709379 f irld North: 1648767 . Area Living Area: 1,130 sq.ft. FIM wry Ar+ear 722 sq.ft. Second Story Areas 0 sq.ft. Half Story Area: 0 sq.ft. Additional Story Area: 0 sq.fL 3/4 Story Areas 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 Stmehlre Bulidfnp Style: Ranch Bathrooms{Full-Haifj: 1-0 Bedrooms: 1 i1ltchees: 1 Fireplaces: 0 Bacemant Type: Full Porch Type: Porch-up opn Porch Urea: 128.00 Basement Garage Cep: 0 Attached Garage Cap: 0.00 sq,ft, Overall Condition: Normal Overall Grade: Average Year BuRt: 1950 owners John Sabla . Mary 10 Sabla i1 Naples•Dr 148 Cream St - Poughkeepsie NY 12603 Poughkeepsie NY 12601 Sam Pr+aparty Pri+asn Va~lete —A i+ms: Aidd1, Domed lgoak Sale Dbft ' Pike Cless SAle Type' Ovw hco, Upable '1 erigth Pik elvi vivid page 9l23/20090 and Newe81, NoN. No- 3915142 Seasonal Building' Attu K • . �rev 912312009 $2501000 260. Land&_.'. :Ndwail No, =: No Yes 387bJi2Z Seasonal BultdhV Alice rev . 811812069 $0, 260 Land°A Newell, No No No " .-3854158 Sea al Bullding 'Thomas rev . F 7/21j2004; $0 210`-:1 land S► Nafuell, No - No No 1401/32. Family ., Buirding 'Aiice:. Res UWties $ e*wer Type;:, Y@ep Private WstDr l ujtply: Private , 4dtillti r :Electric; Hot'air !Fuel Type:' OIM_ ". Cesotrai6,i�i>rd•. No XdP aovem�mts: Structice St tvi Grade_ Croiiditlovi Year. Porch-up opn. :i:32._ Average Normal 1950 Steke doek. 4 x 30 Average Normal 1991 Pattq-cvincr_ 124.00 sq fiC Average Normal ig90 rch-up opn' : Z92 00O q ft. .. . Average Normal. 2010 waterlroht 100 u..81 ,. �3i�trii for 2020 : . EM001.-Emergency 0 0rlo 0 . FP007-Fire: . •: = .0 09ra U .•:pratectlon . GL001-Glen Lake• 1 . . 6% 0 Protect:. L.r3001=Crandall 0 0 'a. -0 library dst H II 4 c� 1 i a� • 1 i t w & e1a- m V Q LL 0 d 0 GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES a LEGEND Co O —-- -- -- PROPERTY LINE N ---------------------- PROPERTY LINE SETBACKS o fro 0 1 REVISED TO 3BRI 31 JAN 2022 Lands Now or Formerly of 110 `---------- EXISTING CONTOURS No. DESCRIPTION DATE N RM Canterbury Realty, LLC 8:2930 P:175 REVISIONS N 330 NEW CONTOURS N p 289.17-1-25 �.� 3 z `. —E E —E —E ELECTRIC SERVICE 7 w Tall IPF Leaning o Q Located ® @ase .` — — — SANITARY SEWER O 3 cn c� % �A —v v —v v WATER SERVICE W a • z �-- z = z E/P EDGE OF PAVEMENT U - a� Z ooz ,\ Steps -- ws- - - UNDERGROUND GAS SERVICE �_ a Z ` � \. .4 } w 0 OCk GI en z z 2 o � V � a � V --- 0. ; Lake SITE DATA oo � SS v Q o ell \ ' c Z cv Sanitary �� , Ile ��; \�` PROPERTY LONING CLASSIFICATION: WR (WATER FRONT RESIDENTIAL) J - _j o o -' Manhole 0 W \ MINIMUM LOT SIZE: 2 ACRES J o CIRF CQ r ,/ \\moo \\ MINIMUM LOT WIDTH: 150 FEET = o W o V CIN, ` N N o Z �r \ p� \\,�Deck Flo ing TAX MAP NUMBER: 289.17-1-26 _ o - O O o Q W T M Utility p__� ck - b -- - D Pole - -- - -- \'� EXISTING � _ - oz \ �//y \ p0 \���� SETBACKS REQUIRED (n r a Z > > Q \V� FRONT 30�0� NA " Z a' (n P w - SHORELINE 50-0 18-2LL_ \ SIDE (100' LOT WIDTH) 20'-0" 16�7„ o o o ~ ¢ o a �, \ �.� ��V \ 39 -7 o s 't a� X �' Ww �0 >�w '� � 3V �� � �� ,' � � � _ �'•�`.� 100'f Along REAR 30�-0� 35'-3" +• r7_ o o E Shoreline MAXIMUM BUILDING HEIGHT 28-0 22 -0 f \ . MINIMUM PERCENT PERMEABLE 75% 78.84% 4 1 5 �� V ' Epp ��� � � �- � �`. MAXIMUM F.A.R. 22% 15.37% o4i A �� WORK IS TO BE AS SHOWN & ACTUAL LOT SIZE: 9,13 Two NOTED AND IN ACCORDANCE ,.� A One Story 21 A WITH MANUFACTURER'S ACTUAL FRONTAGE: SITE DOES NOT FRONT ON A PUBLIC WAY ���� o ;°cQ /I \ j W/F House with _ y� RECOMMENDATIONS TRADE Walkout Basement - \ ,, ��.. ASSOCIATION PUBLISHED d EXISTING SITE COVERAGE CONDITIONS Deck Steps �. RECOMMENDATIONS AND COMPONENT AREA. PERCENTAGE GENERALLY ACCEPTED LOCAL eps_ �`.� CONSTRUCTION INDUSTRY . TOTAL SIZE 9,132 SF 100 0% PRACTICES CIRF �;, _ � \ \ '� ••� ., BUILDINGS 1,170 SF 12 81% --- - _-_- �\ \ � , , .'� `�`• PAVING & WALKS 762 SF 8.34% Ret--Walt \ \`• GREEN SPACE 00 SF 78 8 - 7,2 4% EXISTING FLOOR AREA RATIO CONDITIONS 42- ct 'SArea _ AffA Elec. -� _ • ----- - :\ _ \ __ 8 3 2 8 e� COMPONENT Meter 2q I e �� �"�� 60 SF �� .�\ ,.,;,. 5ro� MAIN FLOOR 744 SF (9),1312 Sq. Feet ihcl. �horehhe� \ TOTAL ALL AREAS 1,404 SF 0. 2 Acres Cl \ �� TOTAL SITE AREA ,132 SF T TA TE S 9 FLOOR AREA RATIO 15.37% CA CIO �I \� Shed �> Approximate �� ���� Steps v U \, �andsc�ppe A a r� due to 2' of Anow CIRF U tK Lands Now or Formerly of A Benton Family Trust B:5318 P:37 289.17-1-1.5 ,TO \ O , \ i �� A CIRF CAD FILE NAME ACAD\SABIA\C-1 SCALE 1" = 10'-0" Legend 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 = Finished Floor Elevation = 410.36' SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE Basement Floor Elevation = 402.28' Exposed Footing = 402.03' OVERALL EXISTING ` SITE PLAN 10 5 0 5 10 20 Ij r g GRAPHIC SCALE ��.� �. i' ,� DRAWING No. �,, 1" = 10'-0" C- 1 : m V Q LL a. O F_ GENERAL NOTES INFORMATION SHOWN ON THIS DRAWING IS TAKEN FROM A SURVEY DRAWING PREPARED BY VAN DUSEN & STEVES a LEGEND 0 —-- -- -- — PROPERTY LINE N ---------------------- PROPERTY LINE SETBACKS o 0 REVISED TO 3BR 31 JAN 2022 � 30---- EXISTING CONTOURS No. DESCRIPTION DATE N REVISIONS N 330 NEW CONTOURS � E -E -E -E ELECTRIC SERVICE (O � —ss —ss —ss SANITARY SEWER W N a o ca v —v —v v WATER SERVICE L ~} zE < LOCATION OF NEIGHBORING E/P EDGE OF PAVEMENT ~ = Z U W 0 < z }' WELL- —rAs—r.�s—rns—r-r+s— UNDERGROUND GAS SERVICE or_, Z N _ r- S I TE DATA � a O , Q � zo Z PROPERTY ZONING CLASSIFICATION: WR (WATER FRONT RESIDENTIAL) J _j o z E wcc) F J o biro _N c� MINIMUM LOT SIZE: 2 ACRES �, �,r° MINIMUM LOT WIDTH: 150 FEET Q L: a W o �7 Lands Now or Formerly of ,`o RM Canterbury Realty, LLC B:2930 P:175 700. — ° 00 0 0 a z ��, ` \O TAX MAP NUMBER: 289.17-1-26 o o o a o 289.17-1-25 `. `� g 2 `v cZ - 5zz In SETBACKS REQUIRED PROPOSED Tall IPF Leaning `.`�. FRONT 30'-0" NA Z Q'N o0°p a N r- W } Located @Base ,�`� SHORELINE 50'-0" 18'-2" *** a X U_ `f'`f' °' ¢ J ` � SIDE (100' LOT WIDTH) 20'-0" 15�-10p *** ? o o o " 25�11" o �� 66E �. REAR 30-0 28 -0 *** o'w c� > w z �`�� MAXIMUM BUILDING HEIGHT 28'-0" 31'-9" *** o ', MINIMUM PERCENT PERMEABLE 75% 71.03%Uj *** _j �' ' MAXIMUM F.A.R. 22% 29.26% *** �?0 �� 4i � .`. WORK IS TO BE AS SHOWN & v , Steps ock I *** NOTED AND IN ACCORDANCE 41, i S ACTUAL LOT SIZE: 9,132 SF (0.21 ACRES) / ►�� 0, > ACTUAL FRONTAGE: SITE DOES NOT FRONT ON A PUBLIC WAY *** WITH MANUFACTURER'S R ECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED SS Q,3 I PROPOSED SITE COVERAGE CONDITIONS RECOMMENDATIONS AND Sanitary o,� , Well ���` i COMPONENT AREA PERCENTAGE GENERALLY ACCEPTED LOCAL CIRF Manhole �` W ems. `� \ i CONSTRUCTION INDUSTRY TOTAL SITE 9,132 SF 100.0%C4� p �,' �0' \�o i BUILDINGS 1,776 SF 19.45% PRACTICES. Utility ���' ��� h O %�� �� ��'� � �` Flo ing PAVING & WALKS 870 SF 9.53% y = �,o D ck --: -, - „ GREEN SPACE 6,486 SF 71.03% Pole ` -- Glen � � •� PROPOSED FLOOR AREA RATIO CONDITIONS 41 40 Lake � COMPONENT AREA • ���� BASEMENT 457 SF 100'f Along i MAIN FLOOR 1,478 SF Shoreline !� UPPER FLOOR 737 SF 100' RADIUS AROUND EXISTING WELL FOR REFERENCE TOTAL ALL AREAS 2,672 SF TOTAL SITE AREAS 9,132 SF FLOOR AREA RATIO 29.26% 00 i oeps •�� � � FLOOD RESISTANCE CONSTRUCTION NOTES. -- CIRF � � � � ,` � � ' ' � ��� ���• � FLOOD RESISTANT CONSTRUCTION NOTES: Q ° ----- ° O �� � `�� THE ESTABLISHED FLOOD ELEVATION FOR GLEN LAKE IS ELEVATION 403.8 (100 YEAR FLOOD ELEVATION. _ \ \ F R A SIGNED I ELEVATION 402 28 ~ V `�---� ,, ., � � .'�, ��� � _ - •. . THE PROPOSED FINISHED FLOOR OF PROPOSER STRUCTURE S DE S � ct ` WHICH MATCHES THE EXISTING BUILDING FOUNDATION THRESHOLD � Z '2'�5 -- � � y n - - \ PER THE REQUIREMENTS OF THE NEW YORK STATE RESIDENTIAL BUILDING CODE (NYSBCR) ALL ` ELEMENTS OF THE BASEMENT AREA ARE TO BE FLOOD RESISTANT CONSTRUCTION. -- - `. \`1 _ ALL MECHANICAL AND ELECTRICAL SYSTEMS MUST BE INSTALLED AT LEAST 2' ABOVE THE CERTIFIED FLOOD ELEVATIONS: IN THIS CASE THE ELECTRICAL SERVICE PANEL WILL BE INSTALLED y �l �'S IN THE RAISED CRAWL SPACE AREA WHICH HAS A FINISHED SLAB ELEVATION OF 405.6' WHICH os � �� '\ WILL MEET THE REQUIREMENTS OF NYSBCR324.1.5. THE FURNACE MUST BE MOUNTED SO THAT d , 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. 2, S Fe \ �� `� �' ALL PLUMBING AND SEPTIC INSTALLATIONS MUST ALSO MEET THE REQUIREMENTS OF �9; :J � t � ;� Q���� �� � i0 `�� �.' \ NYSBCR324.1.6. IN THIS CASE THERE WILL BE PLUMBING INSTALLED IN THE BASEMENT SPACE �- AND WILL BE CONNECTED TO SEALED PUMP UNITS. ALL SEPTIC WILL BE INSTALLED ABOVE THE 2 A'c ��� - - �� ,'� 05.8 FREEBOARD ELEVATION. THE TANK LID AS SHOWN IS AT ELEVATION 411 5 AND IS A SEALED \ O Approximate \ UNIT. SEPTIC FIELD IS SET AT ELEVATION 412.0' AT ITS LOWEST POINT. �andsgpe A a due to 2 of Snow `,\ \ IN ACCORDANCE WITH NYSBCR324.1.9 AN AS-BUILT CERTIFICATION OF THE BASEMENT FLOOR SLAB �\ CIRF ��� - �' IS TO BE PROVIDED TO THE CODE ENFORCEMENT OFFICE. - \ IN ACCORDANCE WITH NYSBCR324.2.2 THE BASEMENT SPACE SHALL BE PROVIDED WITH FLOOD VENTS AS PER THE DETAILS INDICATED ON DRAWING A-2. �'�.. p 4a ALL FOUNDATION WALLS SHALL BE REINFORCED AS INDICATED ON DRAWING A 1 IN ACCORDANCE R3 WITH NYSBC 24.2.3. p � �V 0 V �� -'---------------------- �- "- PROPOSED LOCATION OF NEW ��' SEWAGE DISPOSAL FIELDS -SEE C-3 FOR ALL \ DIMENSIONS AND VARIANCE REQUESTS \ 3 C \ / CAD FILE NAME \ � ACAD\SABIA\C-1 SCALE 1" = 10'-0" CIRF THE SEAL BELOW IS AN ORIGINAL SEAL DRAWN BY AND IS IN RED INK. ONLY SEALS IN RED INK SHALL BE CONSIDERED TRUE ORIGINALS DRAWING TITLE s OVERALL PROPOSED Lands Now or Formerly of ' Benton Family Trust B:5318 P:37 0 5 10 20 i SITE PLAN 289.17-1-1.5 10 56i �,�� GRAPHIC SCALE � c DRAWING No. 1" = 10'-0" C— 2 cn V Q d O f- -PLACE 3" OF 3/8" WASHED PEA STONE OVER THE FILTER FABRIC a SAND. INSTALL DISTRIBUTION LATERALS. PLACE 3" 0 LATERALS ADDITIONAL PEA STONE TO COVER DISTRIBUTION FROM S . TANK ��� PEA GRAVEL o ESSUREIZEEIZED LINE �''��- GRADE Iq 0 REVISED TO 3BR 31 JM 2022 N CONTINUOUS 2" THICK RIGID INSTALL BOARD WEAVE FILTER FABRIC OVER PEA STONE. % ��� „ _::r�,_ 0 » No. DESCRIPTION DATE o INSULATION BOARD AND 45 MIL COVER WITH ADDITIONAL 2 THICK LAYER OF PEA STONE OR � :. �.., N WOOD CHIPS. RAKE SURFACE LEVEL. SURFACE SHOULD BE POLYPROPYLENE MEMBRANE. THE —� . _ REVISIONS N INSTALLED LINER MUST BE WATER f1„ DOWN FROM TOP OF TIMBERS OR CMUS. BSF. SHALL ,yak N TIGHT. INSULATION SHALL BE TIGHT NOT BE COVERED WITH ANY OTHER MATERIAL THAT WOULD FLUSHING VALVES of TO TIMBERS OR CMUS. RESTRICT THE EXCHANGE OF OXYGEN WITH THE SURFACE 7. 3 W o INSTALL 90• SWEEPS WITH TREADED N a cd PLACE 24 OF SAND MEDIA MEETING Ii U 3 6x6 PRESSURE TREATED LANDSCAPE CAPS AT THE ENDS OF EACH O w C) fQ TIMBERS OR MASONRY BLOCKS SET ASTM C-33 REQUIREMENTS IN BSF :.' ,:' ; :,:, ., ' Z LATERAL. DO NOT USE SHORT 90 :. ::...:.. J a N LEVEL & PLUMB STAGGER JOINTS & ELBOWS. A IN LEVEL 8" THICK LIFTS. PRESS .:. ... . :::., CLE NOUTS SHALL BE Z ATTACH WITH 9" SPIKES AT 2'-0" PLACED IN 6—INCH DIAMETER VALVE IN—PLACE ALONG EDGES TO REMOVE 0 VOIDS » W V a W O.C. BOXES ZOELLER MODEL 5056 0006 USE 1 1/4 DIAMETER PVC CLASS 200 MINIMUM FOR DISTRIBUTION a� d N Z) ;F+ MANIFOLD. LATERALS SHALL BE 1" SCHEDULE 40 PVC PLACED 24„ " INSULATION = } i; o N ON CENTER. USE 1/8" DIAMETER ORIFICES PLACED 24 APART. r , PROPOSED GRADE I a Q �' N,�•+I LATERALS SHALL BE INSTALLED WITH ALL HOLES POINTED DOWN V i LLB EXCEPT LAST ORIFICE IN EACH LATERAL POINTS UP. USE `o o+i ZOELLER»MODEL 5055-0006 SLOTTED ORIFICE CAPS TO PROTECT Q a o Z i EXISTING GRADE = +�•+, `.h `� THE 1/8 DIAMETER ORIFICES. J `° P o lie °' it•li .. C N p F W � J Q oa . / / >�' .�' l � a+� � . � j :.,• SAND FILTER � � o ° �, \ `�: `�: \ \- `�, \. \ _ . \ \ \ DISTRUBU11OIN LINE ° �- "'N ``' 1=III=11 III=111=III=111=III=III=III=III".III=III=III=111-+0+�1I1=1I1=III=III=III—III=III=III=III=11I III=11 r• 1=III=___ _ - N ° F W =III—III III—III—III—III—III—III—III—III=III=III—III=11+•+III—III=III=III=III=III=III=III=III=III I=111 —III=III=III=III=III=1 = _ AIR LINE ° ° o g W l I11=1I1=1I M,_ L F I I I-1I1=1I1=1I1=111=111=1I1=1I1=1I1=1I1=1I1=1I I��•��I I1=1I1=1I1=1I1=111=1I1=1I1=1I1=1I1=1I ill i �1 I I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1=1I1= BorroM of BED L = - -CO o z } ==1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I �i 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 11=1 I I= _ _ _ 1=1 11=111-111 cn �, Q 0�o III—III—III=III=1I I-111-111-111-111-111—III-111-111-111—I11-111=1I I— 1-111-111—III—III-111-111-111-111-111-111=111—III—III—I I I—III-111—I11—III—I11 III—III-111—III=III ._ 00�a z —III—III—III-1I I-1I11-111-1I11-111-1II-111=111—I I I—I II—I I I—III—III=111 111-111-111=III=111=111=III—I I1=111=111-111=111=III=111=III=111=111=111=111 111=111=1I1=1I11=1I1= — a a° F) L � p H j III=III—III—I I I=I I I=I I I=111=111=111=I I I=I I I=111=I I I=1 I IM I=111=III=11=1 11=1 11=III=III=III=III=III=III=111=1 11=1 11=III=III=III=III=III=111=III=111 I I I=I I I=I I I=I I I=1 V o F_ Q Q } —III—III—III—III—III—I 11—I I i-111=1 I I—I I I—I I I—III-111=111=111=1 11=1 I I III—I 11=111=I 11=1 11=1 11=111=1 11=111=1 11=1 11=III=III=1 11=111=111=111=1 11=1 I I I I I=1 11=111=1 11=1 I I = L x BOTTOMLESS SAND FILTER PROFILE xW cocn >�w INSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF 2" DIA. SCH 40 PVC FORCE MAIN. INSULATE WHEN COVER N.T.S. EXCAVATE FOOT PRINT OF BSF BY REMOVING EXISTING SOD. THE FILTER. INSPECTION PORT SHALL BE CONSTRUCTED OF ' PLACE ONE OR MORE COURSES 6x6 LANDSCAPE TIMBERS 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. WITH MANUFACTURER'S JOINTS AND REINFORCED WITH REBAR PINS. SCARIFY 3" OF RECOMMENDATIONS, TRADE SURFICIAL MATERIAL INSIDE BSF AND BLEND WITH 3" OF TEST PIT INFORMATION ASSOCIATION PUBLISHED - SAND RECOMMENDATIONS AND BOTTOMLESS SAND FILTER SECTION GENERALLY ACCEPTED LOCAL N.T.S. - TEST PIT INFORMATION TAKEN — 27 JUNE 2019 BY VACUUM BREAK ORIFICE SHIELD (TYP) CONSTRUCTION INDUSTRY W ETHAN P. HALL — RUCINSKI HALL ARCHITECTURE PRACTICES. EXIST. WELL LOCATION 27'—O" (SEE c-2) TP—1 12" 24" TYP. COLD WEATHER ORIFICE 0-9" TOPSOIL 10 SHIELD (TYP.) 9-25" LOAMY FINE SAND 25-72" MEDIUM SAND WITH SOME BOULDERS — NO SEASONAL HIGH GROUND WATER TABLE WAS OBSERVED 1 1/4" PVC MANIFOLD FROM VARIANCE #1 EFFLUENT PUMPING SYSTEMct o� 04 Glen Lake N s (NEAREST CCU o cQ. ,� ` Z'�" WETLAND) PERCOLATION TEST INFORMATION 45 MIL POLYPROPYLENE MEMBRANE 1" PVC SCH. 40 LATERAL WITH 1/8" DIA. ORIFICES 13 ORIFICES PER LATERAL PERC. PIT INFORMATION TAKEN — 27 JUNE 2019 BY 6x6 PT TIMBERS OR MASONRY BLOCKS 4" INSPECTION PORT AT �..� ' \\ PERIMETER STRUCTURAL SUPPORT00 o ��,� �,�' ETHAN P. HALL — RUCINSKI HALL ARCHITECTURE GRADE WITH DRY FIT CAP O N STRAIGHT FLUSHING VALVE ASSEMBLY �` IN 6" VALVE BOX y x PT- 1 ® U Q o STABALIZED PERCOLATION RATE 1 MIN. 30 SEC. PER INCH \\ o BOTTOMLESS SAND FILTER PLAN ct , z �"ool SEPTIC SYSTEM DESIGN SLOTS FOR DRAINING U 10 h� 1" SCHEDULE 40 M � 3 / DESIGN FLOW — 3 BEDROOM HOUSE WITH WATER SAVING PVC LATERAL PIPE VARIANCE # FIXTURES AT 110 gpd PER BEDROOM = 330 gpd 27' BY 9' BSF=243 SF SIDE VIEW TOP VIEW d �� h� / = 364 GALLONS PER DAY ABSORPTION �\o X 1.5 GPD SF; p, / N PROVIDED 1/8" ORIFICE ® ZOELLER MODEL 5055-006 INSTALL NEW NORWECO SEPTIC TANK — UTILIZE NORWECO SINGULAR GREEN PIPE INVERT SLOTTED ORIFICE SINGULAIR GREEN UNIT WASTEWATER TREATMENT SYSTEM MODEL 960. SEE MANUAL FOR » FOR GENERAL SPECIFICATIONS. SYSTEM DESIGNED FOR LATERAL DETAIL AREA OF 18 TO 24 �p GEN APPLICATION /`� O OVERDIG REQUIRED FOR 6p N.T.S. TANK INSTALLA11ON VARIANCE #7 CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION 1/8" ORIFICE AT OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK PVC LATERAL BOTTOM OF LATERAL * `'�• VARIANCE #4 ON THE PROJECT. INSTALL NEW UTOPIA 1,000 6'• SIDE VIEW + + TOP VIEW GALLON 1—PIECE PUMP TANK ��r, VARIANCE #5 ------ 5'-8" BY 8'-2" OR O Ne EQUIVALENT AS APPROVED PVC ORIFICE SHIELD w BY DESIGN PROFESSIONAL �® INSTALL NEW 27' BY 9' BOTTOMLESS �o; VARIANCE REQUEST CHART COLD WEATHER ORIFICE SHIELD SAND FILTER AS DESIGNED VARIANCE # LOCATION I LOCATION 2 PROPOSED(FT) REQUIRED(FT) RELIEF(FT) N.T.S. ®� REPAIR EXISTING RETAINING WALL AS 1 EXIST. WELL DISPOSAL FIELD 68'-0" 100'—O" MIN. 32'-0" NECESSARY 2 PROPOSEDD WELL ADJO DISPOSAL FIELD 42'-8" 100'-0" MIN. 57'-4" VARIANCE #6 ,/ 3 RESIDENCE DISPOSAL FIELD 6'-0" 20'-0" MIN. 4'—O" „ 6 DIA. VALVE BOXES 4 PROPERTY LINE PUMP STATION 8'-0" 10'-0" MIN. 2'—O" ZOELLER MODEL 5056-0006 VARIANCE #2 5 PROPERTY LINE FORCE MAIN 6'-4" 10'-0" MIN. 3'-8" ' 6 PROPERTY LINE DISPOSAL FIELD 7'-0" 10'-0" MIN. 3'-0" CAD FILE NAME / 7 SHORELINE DISPOSAL FIELD 60'-0" 100'-0" MIN. 40'-0" ACAD\SABIA\C-1 90' SWEEPS WITH THREADED CAPS SCALE AS NOTED ENLARGED PROPOSED SITE PLAN AT THE ENDS OF EACH LATERAL DRAWN BY 1"=10'—O" DRAWING TITLE FLUSH VALVE ASSEMBLY ENLARGED N.T.S. PROPOSED r { ' rv ° SITE PLAN + n d , � -; SEPTIC }£ �' DETAILS DRAWING No. C-3 cn v u: 0 0_ 0 GENERAL CONSTRUCTION NOTES 0 MAINTENANCE SHALL BE IN ACCORDANCE WITH THE EQUIPMENT MANUFACTURERS RECOMMENDATIONS OUTLINED IN THE OPERATION AND MAINTENANCE MANUAL. SYSTEM INSTALLATION AND MAINTENANCE ACTIVITIES SHALL a BE COMPLETED BY PERSONNEL TRAINED TO PERFORM STATES ACTIVITIES BY THE EQUIPMENT MANUFACTURER OR MANUFACTURERS REPRESENTATIVE. 00 N O ALL SYSTEMS COMPONENTS SHALL BE INSTALLED, OPERATED, AND MAINTAINED IN ACCORDANCE WITH EQUIPMENT MANUFACTURES RECOMMENDATIONS,, DESIGN DRAWINGS AND ALL STATE AND LOCAL REGULATIONS. It 0 REVISED TO 3BRI 31 A2022 N N No. DESCRIPTION DATE oN SYSTEM SPECIFICATIONS REvisioNs N N 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 °1 ACCORDANCE TO MANUFACTURERS WRITTEN INSTALLATION INSTRUCTIONS. A REPRESENTATIVE OF THE EQUIPMENT PERIMETER OF BSF 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. LJ.I o a cd 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 Of O 3 1/8" SIDE TO SIDE AND END TO END. TANK EXCAVATION SHALL EXTEND 18-24" LONGER AND WIDER THAN TANK. = W " ul 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 :D M z TO GRADE. USE 2x4 SUPPORT BOARDS AS NEEDED TO PREVENT CAVING OF THE ENCLOSURE WALLS DURING CONSTRUCTION V) o u v TREATMENT UNIT SHALL DRAIN INTO 1,000 GALLON CONCRETE SINGLE COMPARTMENT PUMP TANK. PLACE TANK _ a 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 = z � o N 4" SHALL BE TOPSOIL. TANK 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 U Q �' INSTRUCTIONS. DO NOT PLACE WATER INTO THE TANK UNTIL BACKFILL HAS BEEN COMPLETED. THROUGH A NUMBER 200 SIEVE SHALL BE 17. SAND MEDIA SHALL BE STOCKPILED (AT THE SITE OR SUPPLIERS 0 YARD) Q O o v PIPING BETWEEN TREATMENT TANK AND PUMPING STATION SHALL BE 4" DIA SCHEDULE 40 PVC OR EQUIVALENT PIP J to J20 a� 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 00 E =Li W Y 04 O W- O J ALONG EDGES TO REMOVE VOIDS. PLACE 3" OF 3/8" WASHED PEA STONE OVER SAND. INSTALL DISTRIBUTION Q c , a c 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 = = z 0 N Z M ° �Na z GALLONS OF WATER TO THE FINAL DISPERSAL LOCATION (APPROXIMATELY 1.5 MINUTES INCLUDING DRAIN BACK). THE FABRIC OVER PEA STONE AND COVER WITH ADDITIONAL 2" THICK LAYER OF PEA STONE OR WOOD CHIPS. BSF SHALL _ 0 _� o O PANEL SHALL BE SET TO DOSE ONCE EVERY 2 HOURS. DURING STARTUP THE DOSE VOLUME SHALL BE VERIFIED. NOT BE COVERED WITH ANY OTHER MATERIAL THAT WOULD RESTRICT THE EXCHANGE OF OXYGEN WITH THE SURFACE. _ ED: m o� � J � � .` oo = O z } co 0 � a n�n o > > a 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 Z �-' 0 V) 0D 0D a ¢ z w `° BSF. PIPING SHALL BE INSTALLED ON A BED OF SAND WITH 1/8-/FOOT SLOPE FOR DRAIN BACK TO PUMPING GRAIN MATERIAL. o- a° "'"' N_ y H STATION. AREAS OF FORCE MAIN THAT DO NOT HAVE 4-FEET OF COVER SHALL HAVE A 2" PIECE OF RIGID 2"0 VENT ABOVE— � c o �o � a ~ a o � INSTALLATION 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 o.L 04 ° o a 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 w c°to >li w BSF SHALL 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 APPROXIMATE MANHOLE COVER EQUIVALENT SLOTTED ORIFICE CAPS TO PROTECT THE 1/8" DIA ORIFICES. FINISH GRADE (LOCKABLE) AT PRESSURE TREATED TIMBERS OR MASONRY BLOCKS. THE INTERIOR OF THE BOX SHALL BE FACED WITH 2" THICK 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 INSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF THE FILTER. INSPECTION PORT SHALL BE CONSTRUCTED RECOMMENDATIONS, TRADE OF 4" DIA PVC SDR 35 MINIMUM PERFORATED PIPING WRAPPED IN FILTER FABRIC. WELL SHALL EXTEND INTO THE HANGER PIPE ASSOCIATION PUBLISHED ( ) RECOMMENDATIONS AND NATIVE SOIL BENEATH THE BSF. FOR PUMP REMOVAL GENERALLY ACCEPTED LOCAL INLET FROM WASTEWATER ----- CONSTRUCTION INDUSTRY TREATMENT SYSTEM PRACTICES. HIGH WATER --- ALARM SWITCH GENERAL NOTES: RESERVE CAPACITY 2"0 TO (') SINGULAIR®AERATOR, AS TESTED AND AFTER ALARM SOUNDS DIST, BOX ALTERNATE INLET EXTENDED AERATION AERATOR MOUNTING RISER RECEIVING FLANGE ACCEPTED BY NSF. EQUAL TO ONE DAYS START LEVEL__ LOCATION CHAMBER AND VENTED COVER CAPACITY (DUPLEX PUMPS LEVEL CONTROL QUICK DISCONNECT q BIO-KINETIC®SYSTEM LOCKING LUGS (ZFALL THROUGH SINGULAIR® WITH INDIVIDUAL ALARMS PLANT SWITCH SLIDING COUPLER APPROVED SEALING DEVICE APPROVED SEALING MAY BE USED IN LIEU �-I FROM INLET INVERT TO OUTLET INVERT SHUT-OFF LEVEL OF A SINGLE PUMP AND DEVICE IS FOUR INCHES. INLET INVERT IS 16 ONE DAYS CAPACITY) C4:; INCHES BELOW THE RISER MOUNTING SURFACE. I,.I I��I III III III ON DEEPER INSTALLATIONS, RISERS 4-j MUST BE USED TO EXTEND AERAT®R PROVIDE 3" SAND OR----- 0 oo°�°O° cri \✓ 1 MOUNTING RISER AND BIO-KINETIC PEA GRAVEL UNDER TANK s SYSTEM MOUNTING RISER TO GRADE. O A ,�,, ,� A INSPECTION COVER ON PRETREATMENT EFFLUENT TANK DETAIL O 00 N Lf. CHAMBER MUST BE DEVELOPED TO WITHIN TWELVE INCHES OF GRADE. N.T.S. O 4" DIAMETER EFFLUENT LINE — ® REMOVABLE COVERS ON RISERS ARE PUMP STATION NOTES _ EACH SECURED TO PREVENT 4" DIAMETER INLET LINE I 'I — UNAUTHORIZED ACCESS. 1. PUMP TO BE EFFLUENT PUMP BIO-KINETIC®SYSTEM MOUNTING CONTACT THE LOCAL, LICENSED GOULDS MODEL GL3885-WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED y ® .� PRETREATMENT CHAMBER RISER AND COVER SINGULAIR® DISTRIBUTOR FOR 2. PUMP CONTROL PACKAGE TO BE SUPPLIED BY MANUFACTURER. ct D E ELECTRICAL REQUIREMENTS. AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE F ALTERNATE INLET LOCATION FINAL CLARIFICATION CHAMBER GASKETED DISCHARGE U Q� PLAN VIEW FLANGE ASSEMBLY VENTED COVER OPTIONAL BLUE CRYSTAL® N CHLORINATION SYSTEM APPROVED SEALING DEVICE PROJECT ENGINEER'S APPROVAL: TO 4" DIAMETER EFFLUENT LINE I (WE) HEREBY CERTIFY THAT THIS a SINGULAIR®AERATOR DRAWING HAS BEEN CHECKED AND IS (SEE NOTE 1) OPTIONAL BIO-NEUTRALIZER® APPROVED FOR USE IN CONFORMITY ] DECHLORINATION SYSTEM BIO-KINETIC® SYSTEM DISCHARGE DETAIL WITH THE CONTRACT DOCUMENTS. Q� AERATOR MOUNTING RISER DATE: C� r--a BIO-KINETIC®SYSTEM BIO-KINETIC®SYSTEM MOUNTING NAME: O UNDERGROUND POWER MOUNTING RISER RISER AND COVER CONTRACTOR'S CERTIFICATION: n/ SUPPLY ENTRANCE 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 DATE: APPROVED SEALING G DEVICE O e O NAME: CRITICAL DIMENSIONS QA V-51/2" IN 0%0 3/8" P 4" DIAMETER © 3'-3" O� 0-6 EFFLUENT LINE 4%2 1/4" ® 1'-8" w��® H /% R El 2%8 3/4" ® 4%3 1/2" @� i/ SINGULAIR® BIO-KINETIC® 600 EI 10%61/2" E 5%11 1/2" SYSTEM DISCHARGE IN 1'-4" V-4" (SEE DETAIL) [H 4'-7 1/2" QU 6%6" ❑I 01-3" QV PRETREATMENT CHAMBER BIO-KINETIC®SYSTEM ❑J 0'-1 1/2" � ACAD\SABIA\C-1 o-- ©— T El v-0" im SCALE U © 0%0 3/4" YI AS NOTED SUBMERGED TRANSFER PORT FINAL CLARIFICATION CHAMBER M 4--4" 0 DRAWN BY AERATION CHAMBER OUTLET END VIEW Fnorweco--,-. 4-10-2018 G REVISION WTE REVISION TRANSFER PORT AND FOREIGN BIDS DRAWING TITLE PATENTS oraaovEoev JMM SECTION A-A ® NOTE: TOTAL SYSTEM CAPACITY: 1,300 GALLONS PENDING SINGULAIR''GREEN EXTENDED AERATION CHAMBER BIO-STATIC SLUDGE RETURN RATED CAPACITY: 600 GALLONS PER DAY 960-600GPD SYSTEM 08-04-2010 SO4tE ,� SEPTIC SYSTEM �� © NTS ` 13SINGULAR MMXViII oRavNCNo � 4 2l -EN PERMIS NOR- PC-5-7123 4 ..y4° DETAILS o+ a � DRAWING No. i C— 4