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2013-547 TOWN OF QUEENSBURY too742 Bay Road,Queensbury,NY 12804-5902 (518) 761-8201 Community Development - Building & Codes (518) 761-8256 CERTIFICATE OF COMPLIANCE Permit Number: P20130547 Date Issued: Tuesday, March 15, 2016 This is to certify that work requested to be done as shown by Permit Number P20130547 has been completed. Tax Map Number: 523400-226-012-0001-064-000-0000 • Location: 362 CLEVERDALE Rd Owner: LARRY STEINHART Applicant: LARRY STEINHART This structure may be occupied as a: Septic Alteration Residential By Order of Town Board TOWNTOOF QUEENSBURY Issuance of this Certificate of Compliance DOES NOT relieve the ( ,\ ¢/ 4 property owner of the responsibility for compliance with Site Plan, \ tw/J� 1�Y('� 444"' Q Variance, or other issues and conditions as a result of approvals by the Director of Building&Code Enforcement Planning Board or Zoning Board of Appeals. i� TOWN OF QUEENSBURY `� � 742 Bay Road,Queensbury,NY 12804-5902 (518)761-8201 Community Development- Building&Codes (518) 761-8256 BUILDING PERMIT Permit Number: P20130547 Application Number: A20130547 Tax Map No: 523400-226-012-0001-064-000-0000 Permission is hereby granted to: LARRY STEINHART For property located at: 362 CLEVERDALE Rd in the Town of Queensbury,to construct or place at the above location in accordance with application together with plot plans and other information hereto filed and approved and in compliance with the NYS Uniform Building Codes and the Queensbury Zoning Ordinance. Type of Construction Value Owner Address: LARRY STEINHART JOYCE CLOUTIER Septic Alteration Residential 15 CARRIAGE HILL Dr Total varve LATHAM,NY 12110-0000 Contractor or Builder's Name /Address Electrical Inspection Agency -- IBS SEPTIC & DRAIN ATTN: IVAN BELL 2 LOWER WARREN St OUEENSBURY,NY 12804 Plans&Specifications 2013-547 Res. Septic Alteration $40.00 PERMIT FEE PAID-THIS PERMIT EXPIRES: Tuesday,December 02,2014 (If a longer period is required,an application for an extension must be made to the code Enforcement Officer of the Town of Queensbury before the expiration date.) Dated at the To f Que sb ; M a December 02,2013 SIGNED BY 1 _ for the Town of Queensbury. Director of Building&Code Enforcement umce use univ Town of Queensbury Building & Codes Received: SEPTIC DISPOSAL PERMIT Tax Map ID:plov 2 7 2Q./� -/-m}r A permit must be obtained before beginning construction Permit No.: / 3— 7 Permit Fee: $ CIO co Approvals: Applicant: t r �J i tcA/ j)r( Installer/Builder --/--> a> ' 5, Srg(s Address: CC��� Address g?(0 & C r / Ac' $ p (wLi-rr Ca ( cc) Phone: Phone Owner: Location of Installation #3Q) (6-, CTI-r 67) Address: - Phone Contact Person for Building&Code Compliance: Day Phone: Residence Information: Year Built #of Bedrooms x Gallons per bedroom =Total D Flow 1980 or older x x 150 = J() Garbage Grinder installed? 1981-1991 x 130 = Spa or Hot Tub Installed? 1992—Present x 110 = Parcel Information: Topography Flat Rolling =Steep Slope _%Slope Soil Nature Sand Loam Clay Other Groundwater At what depth? �VA Bedrock/Impervious Material At what depth? Domestic Water Supply _Municipal Well(if well,water supply from any septic system absorption is ft.) Percolation Test Rate- 3 per minute per inch(Test to be completed by a licensed professional engineer or architect) Proposed System for New Construction: All individual sewage disposal systems must be designed by a licensed professional engineer or architect (unless installed in a Planning Board approved subdivision). a �f Tank size gallon(minimum size 1,000 gallons), 250 gallons to si a of septic tank for he garbage gr der,spa or whirlpool tub System Type: Absorption Field(with#2 stone) Total length ft. Each trench X Seepa e Pit S ' #3 stone) How many? Size? Alternative System Bed or other type? Holding Talc System Total required capacity? Tank size? #of tanks? NOTE: 1)Alarm system and associated electrical work must be inspected by a Town approved electrical inspection agency-see Certified Electrical form on Town website; 2) Effective as of March 23, 2006 Septic System-As Built Plot Plan: The Building Department will no longer allow systems to be covered until such time as an As-Built Plot Plan is received and approved by the Building Inspector. The installed system must match the septic system layout on file. There will be no exceptions. For your protection,please note that pursuant to Section 136-29 of the Code of the Town of Queensbury,any permit or approval granted which is based upon or is granted in reliance upon any material misrepresentation or failure to make a material fact or circumstance known by or on behalf of an applicant,shall be void. ✓l have read the regulations with respect to this application and agree to abide by these and all requirements of the Town of Queensbury Sanitary Sewage Disposal Ordinance. Print Name: -(,/w_ Cg(Ce Date: - , / / / Signature: Date: Town of Queensbury Building&Codes Septic Disposal Permit 518-761-8256 t i Town of Queensbury Building &Code Enforcement 57610 Office No. (518)761-8256 Septic Inspection Report Inspection request received:1 Name: SIK,\v� ✓T Inspected on: 3-L —I (p Location: dbGCt 3tp Z (o'c 1C 2A - Arrive: k= ,iSta) p.m. Permit No.: 113' `Y.- Inspector's Initials: air/. Cim ntsand/or dia.ram Soil Type: Sand/Loam I Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y_N_N/A [150'to well required if NO] Absorption Field: Total length ft. Length of each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number Size: x Stone Size: �Et Piping Size Type Building to tank Tank to Distribution Box Distribution Box to Field/Pit Opening Sealed: Y N End Cap Y_N Inlet/Outlet Pipes&Baffles Y N Manholes 12"or less below grade _Y N [provide extension collar if Yes] Y N Location/Separations Foundation to tank ft. Foundation to absorption ft. Separation of Pits ft. Conforms as per Plot Plan _ N Engineer Report and As-Built Y N ETU Maintenance Contract provided Y_N Location of S stem on Pro.e Front Re. Left Side Right Side Middle Front Middle Rear S stem Use Stat Approved Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report TOWN OF QUEENSBURY IOW w 742 Bay Road,Qucensbury,NY 12804-5902 (518)761-8201 FCommunity Development- Building& Codes (518) 761-8256 Inspections per Permit Permit# P20130547 Inspection Date Inspection Type Approved/Denied Comments Permit Type Person Responsible 11/27/2013 Miscellaneous Septic Alteration Residential STAFF Misc 2013-547 app rec'd&entered 05/19/2014 Miscellaneous Septic Alteration Residential DAVID HATIN Staff Approved 2013-547 septic variance approved by BOH 05/21/2014 Miscellaneous Septic Alteration Residential DAVID HATIN Staff Approved 2013-547 permit issued 06/02/2014 Septic Septic Alteration Residential DAVID RATIN Staff Partial 2013-547 Inspected sleeve to pump station OK to backfill 06/09/2014 Septic Septic Alteration Residential CHARLES DYER Staff Partial 2013-547 see plan-verified septic tank w/aerator unit to pump chamber See plan-Provide architect as-built report OK to cover 06/26/2014 Septic Septic Alteration Residential CHARLES DYER Staff Partial 2013-547 for verification of pump and sand field See Plan-Provide as-built architect report from Ethan Hall Provide Final Electric RUCINSKI HALL ARCHITECTURE �irY Ronald Richard Rucins Ethan Peter Hall >N' OA Ethan ,' 134 Dix Avenue j0 Glens Falls NY 12801 4P" Voice 518 741 0268 Fax 518 741 0274 Email ephall@nycap.rr.com Septic Install for Steinhart Residence—362 Cleverdale Road June 2014 John O'Brien—Town of Queensbury Building Department 742 Bay Road Queensbury NY 12804 Re: Septic Installation for Steinhart Residence—362 Cleverdale Road John, At the above referenced project location I observed the installation of the sewage disposal system including the septic tank, distribution box and tile field laterals prior to back fill. All items appear to be installed in accordance with the construction documents and are acceptable to this office. If there are any additional questions please call to discuss. Regards, frf / Ea?Erefr,?\ a- *,, ,, As BUILT Ethan Peter H�l . , '�- , \� Architect 9270. 00 tit Y:'Jvan Bell Septic(IBS)'Steinhart ResidencelPaperwork\Letter June 2014.doc 1 rt"o¢o xo GENERAL NOTES II art J 4PA 7,1""'Z. o OWED T.,..�mos mt y woe or tin sot.tvw ac 'Infra+a , ! __ e , m ¢� GEND nu, PENSOxS F Lsi id I naa I C1' _ ;1551//7"" I ® 61 _ SEW..AGE DISPOSAL SYSTEM NOTES 3, 4 .„a saw s "roaa,axnen AAA•r Ar, �a a11;1121 !It a NOM,An sanaMCC 40 ISTO Dal silt Marla PAM TAAnFACTuncia MCMMAISOCIrTIODAAMMI.VA ID i +..+.arnn F-xen..rw w.,.aawaa TT. a Erman PM anal a+ ... e� .o.ilim a.°."..a.`."oz.,'�`..maiiea.o art unsum mai lir rvt MOT .°°..,`....o rt� TM Punntrtil Pain PM Tann SEM n. FOOT a.”.Ton inansuccos.asa. MITE Mal MADAM Arefft la EMT Dna.NC Iatima TOM Mai al EaTITOLLY MIL TO Tana MMUS Vann Nan IIPMEDUICE. Ilan San TaK IIMaran CuT a3M1 ID aCICCIC 01 DIE TAM ARO Sant UMW PIM PETITZZI ilaasesta°'`�+',a..a ELM Mr awnow lain+,anal,r arm um nu p Q ¢sow ITIE LOT IT IS MON a DO Mann WOOS an al Rana Nag Mat nos To na Tana Iran Mt/tank Or ME MUM a sit UM NO Dann OTT MD Ma morK",r now,wr.+uxa,a"MAIM MAK MI Dna I urtaE0 so man Mann Una Plant Oar CON KUM Ma 01 Canna NM REETTOOT a nit aleannE any w t0 A S m..a n¢xaa wr.c.v.,n ax •x•g" �U E "gwr¢noaT ▪ .nan N •a Y uN SEPTIC SYSTEM DESIGN A TEST PIT INFORMATION PERCOLATION TEST INFORMATION a ,�naaoa nal ¢... p e ,' Ssins si is. hrew.+,a Ent IIa Art n. _y�-. ` a ..ai¢<va .�'': wga,IrtaU'.,oa,T rwrm,n"arc emc Mn O 9 x,¢¢,.,x.. m.-"me..¢a, .."n �a..¢.a. o"`.�o"p'.�.:.':....oT if 5=1 �2 El=i..,uw:n�.x...,r... e.w ariln 910“SE_p orx.IiM¢,m x c� O tl o. %MIA Mani wdowo.r vi.w':'-SAS".."., 1 ma @S now".w�e.xa ,r.nx¢xam.a ¢ra ,-a"®a•..¢ ....waow.n..o"a.¢..+ '- '" a. 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'°"°'.a.almM AM...n.,a "` ."'.'°..aa.n.."ya[P NOTES AND xr. 3 Par'MAMA AM Ma TO rt Wa.ud x oars ' acow.u„+a¢aKo'+i an Caw ms`s• DETAILS L MAL anal DUEL¢oat n rt�a+..w 0M.¢ �..C-1 n of Queensbury Building & Code Enforcement lh t C rsaioc�8 -iv Ice No. (518) 761-8256 Septic Inspection Report Inspection request received: Name: Sk e n r4? Inspected on: 0)(c.– — Location: 2 (i a nam-21 aLL Arrive: ` , ilk a.m. yJJ Permit No.: / 3 - S y9 Inspector's Initials: a .-- Comments Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance it. Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] " MC—C2,C` l Absorption Field: Total length ft. t� LCV) Length of each trench ft. Depth of trenches ft . k.n) t- cc— Size of Stone �"� �J Seepage Pits: Number Size: x Stone Size: <: t)'-4 „' Piping Size Type Budding to tank Tank to Distnbution Box Distribution Box to Field/Pit fi cr ISL A 130(U Opening Sealed' Y N Vim( h .� End Cap Y_N 1, �,e ` <`` ,���efl�-- Inlet/Outlet Pipes&Bathes Y_N t I L����r\ n h (�I V� Manholes 12"or less below grade Y N ��w• \. r \ � 1, [provide extension collar if Yes] _Y_N (V p l C Location/Separations Foundation to tank ft. f�%r �-,/�-lh- (- Foundation to absorption ft. " T Separation of Pits —p'( t }1 Conformsineeres per dt s-B — di .....e.„--------. „ 1 V`/� Engineer Report and As-Built ETU Maintenance Contract provided Y Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status Approved Partial Approved and needs to be re-inspected, please call the Building &Codes Office Disapproved Septic Inspection Report M 0 Town of Queensbury Building & Code Enforcement ! 1 t v R 41:21 -- a Office No. (518) 761-8256 Septic Inspection Report Inspection request received: Name: S"102t.icKQlt. Inspected on: (_c—Q— Location: 3 Coca C.QQu-e. dab. Arrive: sr a.m./p.m. Permit No.: 1 3- 5'l 7 Inspector's Initials: _ .ta,,g111 Comments and/or diagram Soil Type. Sand/Loam/Clay Type of Water: Municipal/Well Water Waterline separation distance ft. Well separation distance ft. Other wells: ft. Well Casing Length 50'+/- Y N N/A [150'to well required if NO] Absorption Field: Total length ft. ""' 1-2-14.1)(0,(/"_` / " Lengthhof each trench ft. Depth of trenches ft. Size of Stone Seepage Pits: Number VIcZ� � �7�( Size: x "�� p — "� Stone Size. 7-.413.\K / A/ �-egesevorz Piping Size Type -f s1 3A5C-TO (J F Building to tank vI W L! V� Tank to Distribution Box d• �„ ^ `c n2 Distribution Box to Field/Pit �J t ' _b` 1ttl„A""” �r`> Opening Sealed: _Y N ,., End Cap _Y N f'J'�.�J � ��/�\� Inlet/Outlet Pipes&Bathes Y N _Se ����' \v Manholes 12"or less below grade Y_N [provide extension collar if Yes] _Y N /��> Location/Separations "` �<�� Foundation to tank ft. _ f-? 3�.�tnJ� Foundation to absorption ft. 1 Separation of Pitsft Conforms as per Plot Plan v'Y N /v ` - %J C._c.'J Engineer Report and As-Built �1 N `+ ETU Maintenance Contract provided N Location of System on Property: 17)� Front Rear Left Side Right Side Middle Front Middle RearI(Sic/ /�L/ O ) S stem�Us��art ���e Status�:7 ed Partialial Approved Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report nMn '� SP-' 0 L`1 Town Of Queensbury Building &Code Enforcement v n da Office No. (518) 761-8256 Septic Inspection Report Inspection request received: Name: S f eq t fl hark Inspected on: (D —ex) -/4, Location: 3 lea Oi vrdQi a Arrive: 9J-' a.m.lp.m. Permit No.: / 3- S y'I Inspector's Initials: Comments and/or diagram Soil Type: Sand/Loam/Clay Type of Water Municipal/Well Water l to " S LaI_ .31105 Waterline separation distance ft. � �_� Well separation distance ft. Other wells. ft. Well Casing Length 50' +/- Y N N/A [150'to well required if NO] Absorption Field Total length ft. Length of each trench ft. Depth of trenches ft. • Size of Stone / Seepage Pits' Number /�S�CcJc C he c 9h J r Size- Stone ize Stone Size: Piping Size Type 014-- Building to tank Tank to Distribution Box Distribution Box to Field I Pit Opening Sealed: Y N End Cap YN Inlet/Outlet Pipes&Baffles _Y N Manholes 12"or less below grade Y N [provide extension collar if Yes] Y N Location/Separations Foundation to tank ft. Foundation to absorption ft Separation of Pits ft. Conforms as per Plot Plan Y N Engineer Report and As-Built Y N ETU Maintenance Contract provided Y N Location of System on Property: Front Rear Left Side Right Side Middle Front Middle Rear System Use Status: Approved X Partial Approved and needs to be re-inspected, please call the Building&Codes Office Disapproved Septic Inspection Report RESOLUTION APPROVING LARRY STEINHART'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: BOH15,2014 INTRODUCED BY: Mr.Anthony Metivier WHO MOVED ITS ADOPTION SECONDED BY: Mr. Doug Irish WHEREAS, Larry Steinhart filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a new, bottomless sand filter and septic tank and pump system to replace the existing, non-compliant wastewater system in order to allow for parking beside the Applicant's garage as follows: 1. New bottomless sand filter to be located 3' from the property line along Cleverdale Road instead of the required 10' setback; 2. Septic tank and effluent pump chamber to be located 3'8" from the southern property line instead of the required 10' setback; 3. New 2" force main from the boat house to be located 7' from the property line instead of the required 10' setback and 33' from the Lake George waterfront instead of the required 50' setback; on property located at 362 Cleverdale Road in the Town of Queensbury,and WHEREAS,the Town Clerk's Office published the Notice of Public Hearing in the Town's official newspaper and the Local Board of Health duly conducted a public hearing concerning the variance requests on Monday, May 19th,2014, and WHEREAS, the Town Clerk's Office has advised that it duly notified all property owners within 500 feet of the subject property, NOW, THEREFORE,BE IT RESOLVED, that 1. due to the nature of the variances, the Local Board of Health determines that the variances would not be materially detrimental to the purposes and objectives of this Ordinance or other adjoining properties nor otherwise conflict with the purpose and objectives of any Town plan or policy; and 2. the Local Board of Health finds that the granting of the variances is necessary for the reasonable use of the land and is the minimum variances which would alleviate the specific unnecessary hardship found by the Local Board of Health to affect the applicant; and BE IT FURTHER, RESOLVED, the Local Board of Health hereby approves the application of Larry Steinhart for variances from the Sewage Disposal Ordinance to install a new, bottomless sand filter and septic tank and pump system to replace the existing, non-compliant wastewater system in order to allow for parking beside the Applicant's garage as follows: 1. New bottomless sand filter to be located 3' from the property line along Cleverdale Road instead of the required 10' setback: 2. Septic tank and effluent pump chamber to be located 3'8" from the southern property line instead of the required 10' setback; 3. New 2" force main from the boat house to be located 7' from the property line instead of the required 10' setback and 33' from the Lake George watufiont instead of the required 50' setback; 2 on property located at 362 Cleverdale Road in the Town of Queensbury, and bearing Tax Map No.: 226.12-1-64, and BE IT FURTHER, RESOLVED, that this Resolution is contingent upon the applicant doing the following items: 1. Update all the water fixtures on the property to be low flow,water saving fixtures; 2. Move the grinder pump up to the southern end of the porch; 3. Sleeve the septic line from the grinder pump to the new septic; and 4. Bottomless tank and filter bed will be resized for 550 gpd. Duly adopted this 19th day of May, 2014,by the following vote: AYES : Mr. Clements,Mr. Irish, Mr. VanNess, Mr. Metivier NOES : Mr. Strough ABSENT: None 3 \"All 0 WALKWAY < I O w I r ---------------- 1 t or a OI : r z ' I - i EXISTING SEPTIC TANK TO BE ABANDONED AND REMOVED �— WOOD FRAME---__��- GARAGC � I _ _ REPLACE EXISTING GRINDER FRAME PUMP W/NEW GRINDER A O SAID PUMP PACKAGE- GOULDS �p _ --- RGS OR EQUIVALENT TO BE PLACED AS FAR SOUTH BELOW °-0— S 87°28'45" E EXISTING PORCH AS PRACTICAL ---------------------------------------_- -- ____ _ _ ___ --•.=______ __(DEED - EAST ') TWO CHAINS AND EIGHT LINKS) (137.28 I. - PROPERTY LME STAKED (10/13/ O) 137.28 ------ --------- ------------- --- --°�- WOOD DOCK _ .PROPERTY LINE '' .: ; ':' REVISIONS "o EXISTING 0 69 CRAWL SPACE UNDER I i ---------------- ------ ------------------ PROPERTY LINE SETBACKS o° o° THIS PORTION ONLY J SCRE NEDI 1 STORY o 0 0 o i i 1.5 ISTING S OftY � ¢ o 00� s POR H i e �L E e E UNDERGROUND ELECTRIC SERVICE b WOOD FRAME o 00 ❑ WOOD FRAME SANITARY SEWER } GARAGE o ° ® — ss -= ss — ss — ss C O pO o EXISTING \ 2 BED ROOM - Z <� i O ❑ l J I_----T-----•l W W W W , Z. 1.5 STORY WA1ER ,SERVICE _ ',. ° ❑ =----------- --- i \ i BOAT HOUSE o a F o p WOOD FRAME i �O // --``- 1- -- '- ------------- E/P EDGE OF PAVEMENT — a w o 0 0 3 BED ROOM HOUSE ' % --- - ~ ° (362 CLEVERDALE ROAD) i ,:; / T < 0 0 t ❑ FAX MAP: 226.12-1-65 ,� L..-.— _ v l WOOD DOCK a Y STONE PA1;!<WG AREA ° � r 1-1/20 GRINDER i f1 0 o COVERED ; PUMP LINE TO BE �' SEWAGE DISPOSAL /-� o W -yam.: i 12 WGGD 5 ; INSTALLED IN 2-,/2"0 i DI51-OS/\L SYSTEM NOTES 4F� m PORCH 1 SLEEVE FROM PUMP THERE SHALL BF, NO CHANGE ON THESE PLANS IN ADVANCE OF OR DURING m E W o ,,� Y N =W o CONSTRUCTION,''YITHOUT PRIOR APPROVAL OF THE DESIGN PROFESSIONAL OR THE m o o d a / ? i LOCATION TO TANK �i �- TOWN BUILDING INSPECTOR. _--------------------- C i N� _ REPLACE EXISTING ,BATHROOM ZI Z OO o oa o I, o w -- ------ - -- 33'-3- o i FIXTURES WITH NEW WATER' _ o $ N tv ' SAVING FIXTURES e SEPTIC TANK TO HAVE SCH 40 PVC "T" AT INLET AND OUTLET. _ > ro © o zo TP -1 'p N a c' 1 STORY < ; _fq# o -INLET 12" BELOW FLOW LINE, 6" ABOVE FLOW LINE u a a " ' tl,' is v WOOD FRAME i ° rn m co <0 o ti o 3 f/U ADDITION 0 3 AIR SPACE A�EOW FLOW LINE, 6" ABOVE FLOW LINE o a - a U I OUTLET 14" B n o ,n ,n N 4D DRAIN " �30VE "T" TO "IOP OF TANK _ ° ° LINE I A { ° o a s PT -1 Z W O .` I i m ¢ Z \ 1 0❑ ( �' I NO ROOF, FOOTING, FLOOR, COOLING WATER, BACKWASH DRAINS, ETC., SHALL BE (�' o N cn `) b o E CONNECTED TO ,THE SEWAGE SYSTEM. NO SUMP PUMP, CONDENSATE, WATER of w D > w SOFTENER, SPAS' OR HOT TUBS SHALL BE DRAINED INTO THE SYSTEM.an DESIGN FLOW - 5 BEDROOM HOUSE WITH WATER SAVING FIXTURES AT 110 gpd PER BEDROOM = 550 gpd SEPTIC TANK - UTILIZE NORWECO SINGULAR BIO KINETIC WASTEWATER TREATMENT SYSTEM MODEL 960. SEE MANUAL FOR FOR GENERAL SPECIFICATIONS. SYSTEM DESIGNED FOR 550 GPD APPLICATION %, SYSTEM SIZED FOR 5 ( THE SEPTIC TANI;" A BEDROOM RESIDENCE THIS DESIGN IS THE LOT NTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR IS S IJOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING (v MAY BE ADDED '1,0 THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF 7 121'-0"f TO LAKE 'HEALTH,AjOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. CD THE SEAL SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR G -� 00 FUTURE EXPANSON OR REPLACEMENT.N » DWELLING IS TO HAVE WATER SAVING FIXTURESINCLUDING ` CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION BUT NO LIMITED T0. LESS THAN 2-GF,,M SHOWER ,HEADS, LOW, USE TOILETS SINK FLOW = OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK +� s, ..- Fc, ..? �n - .rrn - _..n., i .e. d ' ON THE PROJECT. RESTRICTORS. O., .ERVE WATER ,CONSERVITION FRtz,� ICES _ l Q a EPTIC_TANK,,SHLLBE INSPECTED ANNUALLY TO DETERMINE SCUM AND :SLUDGE •� OMEOWNER OR 'A Q QUALIFIED SEE ✓ _ • ACCUMULATION E},Y THE;H Q WAGE HAULER. -THE ". !•' AMOUNT OF BUILD-UP NOTED_ AT .EACH INSPECTION SHOULD BE RECORDED AND id MAINTAINED BY I HE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE: BOTTOM OF THE ,SCUM LAYER IS WITHIN 3 c OF THE BOTTOM OF "THE OUTLET , bTJ L. TEST PIT 'INFORMATION -PERCOLATION TEST INFORMATION BAFFLE OR SAN[ (ARY T .THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY CHAMBER IN MUL11-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS ®: ;' TEST PIT INFORMATION TAKEN - 6 SEPT 2013 BY PERC. PIT INFORMATION TAKEN - 6 SEPT 2013 BY SHOULD BE PUMPED OUT EVERY TWO TO_ThIREE YEARS. " Uci ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE PERFORMED DURINGWHEN�S =. WALKWAY &PATIO RECONSTRUCTION PERFORMED DURING WALKWAY & PATIO RECONSTRUCTION SEPTIC TANK IS PUMPED, THE SEP11C TANK, BAFFLES/TEES, HOUSE SEWER ^d �- CONNECTION AND, OUTLET SHALL `BE INSPECTED. BAFFLES TEES THAT HAVE %TP -1 -TP -2 9 DETERIORATED NID NO LONGER, PERFORM AS DESIGNED SHALL BE REPLACED. ct PT- I CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. ) a C�3 73TOPSOILL PREVIOUSLY REMOVED f4 TOPS01LL PREVIOUSLY REMOVED f3" STABABLIZED PERCOLATION RATE. ANY COMPANY EMPLOYED TO CLEANU AND :SERVICE THE SEPTIC TANK MUST BEA , DEC PERMITTEDIEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED 0 �-� 1'-40"/ INCH USE 1-5 MIN APP. RATE R 4-50" MIXED GRAVEL AND 'MEDIUM FINE SAND 3-48" MIXED GRAVEL AND MEDIUM SAND 'DISINFECTED AFIER BEING PUMPED OUT. r. ROOTSTO20"ti ROOTS TO 20"t SEPTIC TANK AD')ITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES • NO WATER NO WATER ARE UNNECESSAIjY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND+ J N NO MOTTLING NO MOTTLING MAY CAUSE THE;SLUDGE.AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED Q) INTO ,THE ABSORPTION FIELD, RESULTING IN PREMATUREFAILURE. U COJ 2"0 VENT ABOVE — „ J)0 NOT DISPOSE OF EXCESS _GREASE OR FAT INTO THE SEPTIC H r FIN. GRADE WITH i SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS cn BIRD SCREEN OR CLEANERS,INTO SINKS OR..TOILETS. I APPROXIMATE MANHOLE COVER 1 FINISH GRADE (LOCKABLE) AT WHENEVER SEPTI; TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC v O GRADE ,> r SEWERS ARE INSTALLED. TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE I, . III. .. REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE -CAVE -1N. I�1ctCV 4 z RAVEL y ` aw NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF GRADETHE ABSORPTIOIIFIELD OR THE SEWAGE DISPOSAL SYSTEM. HANGER PIPE ,a # FOR PUMP FINAL GRADE 6H ULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM „ REMOVAL THE ABSORPTION FIELD, t q 4D2n�a,,, / I I INLET FROM WASTEWATER I .c a r sy\ TREATMENT SYSTEM . a �� FLUSHING VALVES ALARM SWITCH RADING :-NO [-ES RESERVE CAPACITY DIS TO BEFORE ANY CLF RI G OR �• AFTER ALARM SOUNDS jj _ -• .':.; ; - . � K GRUBBING OF THE SITE 1S INITIATED, AND DURING rr„ 1 DIST. BOX EARTHWORK PHAJES, SEDIMENT,TRAPS SHALL BE CONSTRUCTED IN ALL STO M T i vu,,. adL EQUAL TO ONE DAYS START LEVELp-- SWALES AND DIT HES. , R CAPACITY (DUPLEX PUMPS 7 --- LEVEL t ' CONTROL QUICK DISCONNECT WITH INDIVIDUAL ALARMS L t ., _ . /•/ SWITCH SLIDING COUPLER AFTER EVERY ST RM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR MAY BE USED IN LIEU - OF A SING = SHUT-OFF LEVELQ ,_ _ FAILURES OR CL GGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. / LE PUMP AND : . s z INSULATION ONE DAYS CAPACITY) r I � FALL BARE- EARil`,AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- ABLY POSSIBLE0 PREVENT EROSION,' AND EVERY BARE -EARTH AREA SHALL BE CAD FILE NAME SEEDED AND L� UI.CHED-BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER AcnD\ies\NePEr\c-t I CROPS,, SUCH AS'RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE E PROVIDE 3" SAND OR cg oo°p°o of SCALE AS NOTED ! �. Al l�I�I SAND FILTER PEA GRAVEL UNDER TANK i _ z. [I, BENCHES QND :TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT DRAWN BY . SMALL ' » l l TRAPS, 1 SHALL BC,,CO'NSTRUCTED WHERE LONG SL OPES ARE STRIPPED OF COVER OR WHERE,FILL AREAS"ARE EXTENSIVE. BED EFFLUENT TANK DETAIL GRASSES, DRAWING nTLE I I - N.T.S. : _� �, � � NEW SWALES A% UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING a c -OVER SEED AND MULCH WHEN,THE INVERT SLOPE EXCEEDS 2% ALL'SWALES AND PUMP STATION NOTES UNLINED DITCHE56SHALL sQE;y5EEDED WITH REED -CANARY GRASq �Fp�I FA0��1R �(4tt ON P�aJ�CT SEPTIC PLAN S FEET EITHER SIDF OF THE SWALE OR DITCH CENTERLINE, AT :ATRATE OF 5 - ACf E. AFTER [JUNE, ALL SEEDING SHALL ALSO BFyJMMEDIATELYrM �LCHE O THS NOTES A N D c 1. PUMP TO BE EFFLUENT PUMP POUNDS PER e R 01 TLE GOULDS MODEL GL3885 WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED - N I (JCTION ALL EROSION COI DUR�YI�N C� ,.• �TROL MEASUREMENTS TO CONFORM TO NEW YORK STATE DETAILS 2. PUMP CONTRCL PACKAGE TO BE SUPPLIED BY MANUFACTURER. GUIDELINES FOR URBAN EROSION & SEDIMENT C'QNMQ AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE ' FINAL GRADINGS iALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE s3U pt , a - a3'�`7J?,:'a'9 DRAWING No.. l' Y'4L)li..�,�i dP rv;'aa 4 L'T I ;.: C- ry,4 5fI£%vied BY. WALKWAY ' `- ---------------- 1 t -----�% : . NO CONSTRUCTION OF SEPTIC SYSTEMS WITHIN 100' OFA --- I CLASSIFIED BODY Y OF WATER. -, EXISTING STEEL SEPTIC TANK TO BE - I OBEDAND EXISTING LEECHING I BUILDING TO SEFITIC TANK: 4"0 PVC SCHEDULE 40 WITH TIGHT JOINTS, MINIMUM $_ PROPERTY LINE STAKED(10/13/10)146,52, ________--------------_____---_ __--- -_—_-___--_ LINE TOBE ABANDONED ABA ,, 1 - ;' ' SLOPE 1/4" PERrFOOT. SEPTIC TANK TO DISTRIBUTION BOX: 4"0 PVC SUR 26 ---------- --------- `\ ro N 87028'45"VV __-- -- 1 - - ,I, WITH TIGHT JOINTS, MINIMUM PITCH 1 8" T. I PER F00 SANITARY DISPOSAL FIELD: PERFORATED PL ER PLASTIC /16" P 4"0 P FORA C PIPE MAXIM D5. UM SLOPE 1 ER.FOOT,,CAP ALL EN r1 �t CHAMBER PUMP ��i�3 Ty2, THE BEST DESIGP,ED AND INSTALLED SEPTIC SYSTEM WILL EVENTUALLY FAIL TO FUNCTION PROPERLY WITHOUT PERIODIC MAINTENANCE. INADEQUATE SEPTIC TANK L; 2 G S dl,``��`R MAINTENANCE Cf.N RESULT IN CLOGGING, OF THE TANK AND SEWAGE BACKUP INTO NORWECO SINGULAR ITHE BUILDING kb/OR SEWAGE OVERFLOW ONTO THE GROUND SURFACE. FAILURE TO T OR EQUIVALENT AEROBIC PERIODICALLY CLEAN A SEPTIC TANK COMMONLY RESULTS 1N CLOGGING OF SOIL 9 WASTE WATER TREATMENT tl SURROUNDING TILE ABSORPTION FILED BY OVERFLOWING SOLIDS NOT REMOVED BY SYSTEM SIZED FOR 5 ( THE SEPTIC TANI;" A BEDROOM RESIDENCE THIS DESIGN IS THE LOT NTENDED TO PROVIDE SUBSURFACE SEWAGE DISPOSAL ONLY FOR IS S IJOWN ON. NO ADDITIONS INVOLVING LIVING OR SLEEPING (v MAY BE ADDED '1,0 THIS BUILDING WITHOUT THE APPROVAL OF THE BOARD OF 7 121'-0"f TO LAKE 'HEALTH,AjOWN OF QUEENSBURY AND REDESIGN OF THE SUBSURFACE DISPOSAL SYSTEM. CD THE SEAL SIGNATURE ON THIS PLAN SPECIFICALLY EXCLUDES CERTIFICATION FOR G -� 00 FUTURE EXPANSON OR REPLACEMENT.N » DWELLING IS TO HAVE WATER SAVING FIXTURESINCLUDING ` CONTRACTOR SHALL CONTACT NEW YORK STATE DIG SAFE FOR LOCATION BUT NO LIMITED T0. LESS THAN 2-GF,,M SHOWER ,HEADS, LOW, USE TOILETS SINK FLOW = OF ALL KNOW SITE UTILITIES PRIOR TO BEGINNING ANY EXCAVATION WORK +� s, ..- Fc, ..? �n - .rrn - _..n., i .e. d ' ON THE PROJECT. RESTRICTORS. O., .ERVE WATER ,CONSERVITION FRtz,� ICES _ l Q a EPTIC_TANK,,SHLLBE INSPECTED ANNUALLY TO DETERMINE SCUM AND :SLUDGE •� OMEOWNER OR 'A Q QUALIFIED SEE ✓ _ • ACCUMULATION E},Y THE;H Q WAGE HAULER. -THE ". !•' AMOUNT OF BUILD-UP NOTED_ AT .EACH INSPECTION SHOULD BE RECORDED AND id MAINTAINED BY I HE HOMEOWNER. THE TANK SHALL BE PUMPED WHENEVER THE: BOTTOM OF THE ,SCUM LAYER IS WITHIN 3 c OF THE BOTTOM OF "THE OUTLET , bTJ L. TEST PIT 'INFORMATION -PERCOLATION TEST INFORMATION BAFFLE OR SAN[ (ARY T .THE PUMP -OUT CLEARANCES ALSO APPLY TO ANY CHAMBER IN MUL11-COMPARTMENT TANKS OR TO TANKS IN SERIES. MOST TANKS ®: ;' TEST PIT INFORMATION TAKEN - 6 SEPT 2013 BY PERC. PIT INFORMATION TAKEN - 6 SEPT 2013 BY SHOULD BE PUMPED OUT EVERY TWO TO_ThIREE YEARS. " Uci ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE ETHAN P. HALL - RUCINSKI HALL ARCHITECTURE PERFORMED DURINGWHEN�S =. WALKWAY &PATIO RECONSTRUCTION PERFORMED DURING WALKWAY & PATIO RECONSTRUCTION SEPTIC TANK IS PUMPED, THE SEP11C TANK, BAFFLES/TEES, HOUSE SEWER ^d �- CONNECTION AND, OUTLET SHALL `BE INSPECTED. BAFFLES TEES THAT HAVE %TP -1 -TP -2 9 DETERIORATED NID NO LONGER, PERFORM AS DESIGNED SHALL BE REPLACED. ct PT- I CRACKED OR BROKEN LINES MUST BE REPAIRED OR REPLACED. ) a C�3 73TOPSOILL PREVIOUSLY REMOVED f4 TOPS01LL PREVIOUSLY REMOVED f3" STABABLIZED PERCOLATION RATE. ANY COMPANY EMPLOYED TO CLEANU AND :SERVICE THE SEPTIC TANK MUST BEA , DEC PERMITTEDIEPTAGE HAULER. SEPTIC TANKS SHOULD NOT BE WASHED 0 �-� 1'-40"/ INCH USE 1-5 MIN APP. RATE R 4-50" MIXED GRAVEL AND 'MEDIUM FINE SAND 3-48" MIXED GRAVEL AND MEDIUM SAND 'DISINFECTED AFIER BEING PUMPED OUT. r. ROOTSTO20"ti ROOTS TO 20"t SEPTIC TANK AD')ITIVES SHALL NOT BE USED IN THE SEPTIC SYSTEM. ADDITIVES • NO WATER NO WATER ARE UNNECESSAIjY FOR THE PROPER OPERATION OF DISPOSAL SYSTEMS AND+ J N NO MOTTLING NO MOTTLING MAY CAUSE THE;SLUDGE.AND SCUM IN THE SEPTIC TANK TO BE DISCHARGED Q) INTO ,THE ABSORPTION FIELD, RESULTING IN PREMATUREFAILURE. U COJ 2"0 VENT ABOVE — „ J)0 NOT DISPOSE OF EXCESS _GREASE OR FAT INTO THE SEPTIC H r FIN. GRADE WITH i SYSTEM. DO NOT POUR OR DUMP ABNORMAL AMOUNTS OF CLEANING CHEMICALS cn BIRD SCREEN OR CLEANERS,INTO SINKS OR..TOILETS. I APPROXIMATE MANHOLE COVER 1 FINISH GRADE (LOCKABLE) AT WHENEVER SEPTI; TANKS ARE TO BE ABANDONED IN THE EVENT OF PUBLIC v O GRADE ,> r SEWERS ARE INSTALLED. TO HANDLE HOUSEHOLD WASTES, THE TANKS SHOULD BE I, . III. .. REMOVED OR PUMPED OUT AND FILLED WITH SOIL TO PREVENT FUTURE -CAVE -1N. I�1ctCV 4 z RAVEL y ` aw NO VEHICULAR TRAFFIC OR PARKING SHALL BE ALLOWED ON ANY PORTION OF GRADETHE ABSORPTIOIIFIELD OR THE SEWAGE DISPOSAL SYSTEM. HANGER PIPE ,a # FOR PUMP FINAL GRADE 6H ULD BE GRADED SO AS TO DIVERT ANY RUN-OFF AWAY FROM „ REMOVAL THE ABSORPTION FIELD, t q 4D2n�a,,, / I I INLET FROM WASTEWATER I .c a r sy\ TREATMENT SYSTEM . a �� FLUSHING VALVES ALARM SWITCH RADING :-NO [-ES RESERVE CAPACITY DIS TO BEFORE ANY CLF RI G OR �• AFTER ALARM SOUNDS jj _ -• .':.; ; - . � K GRUBBING OF THE SITE 1S INITIATED, AND DURING rr„ 1 DIST. BOX EARTHWORK PHAJES, SEDIMENT,TRAPS SHALL BE CONSTRUCTED IN ALL STO M T i vu,,. adL EQUAL TO ONE DAYS START LEVELp-- SWALES AND DIT HES. , R CAPACITY (DUPLEX PUMPS 7 --- LEVEL t ' CONTROL QUICK DISCONNECT WITH INDIVIDUAL ALARMS L t ., _ . /•/ SWITCH SLIDING COUPLER AFTER EVERY ST RM EACH SEDIMENT TRAP SHALL BE INSPECTED BY THE CONTRACTOR FOR MAY BE USED IN LIEU - OF A SING = SHUT-OFF LEVELQ ,_ _ FAILURES OR CL GGING. ANY FAILURE OR CLOGGING SHALL BE IMMEDIATELY CORRECTED. / LE PUMP AND : . s z INSULATION ONE DAYS CAPACITY) r I � FALL BARE- EARil`,AREAS SHALL BE SEEDED AND MULCHED AS SOON AS IS REASON- ABLY POSSIBLE0 PREVENT EROSION,' AND EVERY BARE -EARTH AREA SHALL BE CAD FILE NAME SEEDED AND L� UI.CHED-BY OCTOBER 1ST. TEMPORARY RAPIDLY GROWING COVER AcnD\ies\NePEr\c-t I CROPS,, SUCH AS'RYE GRASS AND MILLET MAY BE USED FOR TEMPORARY SURFACE E PROVIDE 3" SAND OR cg oo°p°o of SCALE AS NOTED ! �. Al l�I�I SAND FILTER PEA GRAVEL UNDER TANK i _ z. [I, BENCHES QND :TEMPORARY INTERCEPTOR DITCHES, INCORPORATING SEDIMENT DRAWN BY . SMALL ' » l l TRAPS, 1 SHALL BC,,CO'NSTRUCTED WHERE LONG SL OPES ARE STRIPPED OF COVER OR WHERE,FILL AREAS"ARE EXTENSIVE. BED EFFLUENT TANK DETAIL GRASSES, DRAWING nTLE I I - N.T.S. : _� �, � � NEW SWALES A% UNLINED DITCHES SHALL INCORPORATE MATTING OR NETTING a c -OVER SEED AND MULCH WHEN,THE INVERT SLOPE EXCEEDS 2% ALL'SWALES AND PUMP STATION NOTES UNLINED DITCHE56SHALL sQE;y5EEDED WITH REED -CANARY GRASq �Fp�I FA0��1R �(4tt ON P�aJ�CT SEPTIC PLAN S FEET EITHER SIDF OF THE SWALE OR DITCH CENTERLINE, AT :ATRATE OF 5 - ACf E. AFTER [JUNE, ALL SEEDING SHALL ALSO BFyJMMEDIATELYrM �LCHE O THS NOTES A N D c 1. PUMP TO BE EFFLUENT PUMP POUNDS PER e R 01 TLE GOULDS MODEL GL3885 WE15HH OR EQUAL TOTAL HEAD TO BE DETERMINED - N I (JCTION ALL EROSION COI DUR�YI�N C� ,.• �TROL MEASUREMENTS TO CONFORM TO NEW YORK STATE DETAILS 2. PUMP CONTRCL PACKAGE TO BE SUPPLIED BY MANUFACTURER. GUIDELINES FOR URBAN EROSION & SEDIMENT C'QNMQ AUDIBLE AND VISIBLE ALARM TO BE INSTALLED IN OFFICE ' FINAL GRADINGS iALL BE DONE TO ACCOMPLISH POSITIVE DRAINAGE s3U pt , a - a3'�`7J?,:'a'9 DRAWING No.. l' Y'4L)li..�,�i dP rv;'aa 4 L'T I ;.: C- ry,4 5fI£%vied BY. I 1" SCHEDULE 40 o GENERAL CONSTRUCTION NOTES ' PVC LATERAL PIPE SIDE VIEW _ TOP VIEW MAINTENANCE SHALL BE IN ACCORDANCE rWITH THE EQUIPMENT MANUFACTURERS RECOMMENDATIONS OUTLINED IN THE OPERATION AND MAINTENANCE MANUAL SYS1 M INSTALLATION AND MAINTENANCE ACTIVITIES SHALL -1 B" ORIFICE ZOELLER MODEL 5055-006 BE P _ 0 PERFORM STATES ACTIVITIES BY THE EQUIPMENT MANUFACTURER OR MANUFACTURERS REPRESENTATIVE. l i € IPE INVERT SLOTTED ORIFICE ALLCSYSTEMS COMPONENOTSNSHALLEL TRAINED BE DINSTALLED, OPERATED, AND MAINTAINED IN ACCORDANCE WITH EQUIPMENT MANUFACTURES RECOMMENDATIONS, DESIGN DRAWINGS AND ALL STATE AND LOCAL REGULATIONS. 0 REVISED PER COMMENTS 19 MAY 2014 w FROM REVIEW BY TOWN BOARD OF HEALTH a LATERAL DETAIL- No. DESCRIPTION , DATE SYSTEM SPECIFICATIONS N.T.S. " REVISIONS o 11/8'. ORIFICE AT PVC LATERAL BOTTOM OF LATERAL' WASTE WATER TREATMENT SYSTEM AT THE LOCATION SHOWN ON SITE PLAN IN EXCAVATE FOOTPRINT BSF. BY REMOVING{,EXISTING SOD. PLACE ONE COURSE 6"x6" LANDSCAPE TIMBERS ALONG " INSTALL NORWECO SINGULAR AEROBIC m 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 7 ACCORDANCELIJ ' MANUFACTURER OR MANUFACTURER TRAINED INSTALLER MUST BE ON SITE DURING INSTALLATION OF SYSTEM. ABOVE GRADE. BUILD ENCLOSURE WITH COR(JERS JOINED WITH HALF LAP JOINTS AND REINFORCED WITH REBAR PINS. SIDE VIEWa TOP U 3 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 O N } 1/8 SIDE TO SIDE AND END TO END. TANK EXCAVATION SHALL EXTEND 12-18" LONGER AND WIDER THAN TANK. I', SUITABLE GRANULAR MATERIAL SHALL BE PLACED ON THE SIDES OF THE UNIT TO BRING THE SURROUNDING GROUNDPERIMETER STRIPPING AND EXCAVATION OF SOIL BENEATH THE NATIVE SOIL/FILTER SAND INTERFACE IS PROHIBITEDz z ~ a v �xZ PVC ORIFICE SHIELD ' W Z a v TO GRADE. USE 2x4 SUPPORT BOARDS AS NEEDED TO F'R,EVENT CAVING OF THE ENCLOSURE WALLS DURING CONSTRUCTION L /.� a w TREATMENT UNIT SHALL DRAIN INTO 1,000 GALLON POLYETHYLENE SINGLE COMPARTMENT PUMP TANK. PLACE TANK COLD WEATI I ER . ORIFICE SHIELD `- a z R � ON 8-12" LAYER OF WASHED BROKEN STONE (3/4"-1"I DIA). INSTALL PUMP TANK WITH 12" COVER. THE SURFACE SAND MEDIA SHALL` MEET THE REQUIREMENTS FOR ASTM C-33 SAND WITH AN EFFECTIVE SIZE (DID) TO 0.3MM AND _17 'z o 4" SHALL BE TOPSOIL. TANK SHALL BE INSTALLED IN ACCORDANCE OF THE MANUFACTURERS WRITTEN INSTALLATION UNIFORMITY COEFFICIENT (D6O/D10) OF 3.0 TSO 4.0. THE MAXIMUM ALLOWABLE PERCENTAGE OF FINES PASSING N.T.S. () INSTRUCTIONS. DO NOT PLACE WATER INTO THE TANK UNTIL BACKFILL HAS BEEN COMPLETED. THROUGH A NUMBER 200 SIEVE SHALL BE 1,� I SAND MEDIA SHALL BE STOCKPILED (AT THE SITE OR SUPPLIERS VACUUM BREAK ORIFICE SHIELD (TYP) IL' P o o PIPING BETWEEN TREATMENT TANK AND PUMPING STATION SHALL BE 4" DIA SCHEDULE 40 PVC OR EQUIVALENT PIP YARD) I ? to o z F WITH SOLVENT -WELDED JOINTS, LAID AT MINIMUM GRADE OF 18" PER FOOT PLACE 24" OF SAND MEDIA MEETING ASTM C733 REQUIREMENTS IN BSF IN LEVEL S" THICK LIFTS. -PRESS IN PLACE ALONG EDGES TO REMOVE VOIDS. PLACE 3" OF 3/8" WASHED PEA STONE OVER SAND. INSTALL DISTRIBUTION SET THE CONTROL PANEL TIMER SETTINGS SUCH THAT THE PUMP WILL RUN FOR THE TIME REQUIRED TO DELIVER 35 - LATERALS. PLACE 3n A DDITIONAL PEA STONE TO COVER DISTRIBUTION LATERALS. PLACE A BROAD WEAVE FILTER n AI BACK). THE INCLUDING DRAIN LL GALLONS OF WATER TO THE FINAL DISPERSAL LOCATION (APPROXIMATELY 1.5 MINUTES) FABRIC OVER PEA STONE AND COVER WITH (ADDITIONAL 2 -THICK LAYER OF PEA STONE OR WOOD CHIPS. BSF SHA PANEL SHALL BE SET TO DOSE ONCE EVERY 2 HOURS. I 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. USE 2" DIA PRESSURE RATED PVC PIPE CONFORMING W� I TH ASTM D-2241 CLASS 200 BETWEEN PUMPING STATION ANDMINATION OF FILTER SAND WITH FOREIGN EQUIPMENT USED TO CONSTRUCT BSF SHALL BE CLEANED TO PREVENT CONTA�o BSF. PIPING SHALL BE INSTALLED ON A BED OF SAND{WITH " 1 8/FOOT SLOPE FOR DRAIN BACK TO PUMPING( ' / GRAIN MATERIAL. I STATION. AREAS OF FORCE MAIN THAT DO NOT HAVE 4, -FEET OF COVER SHALL HAVE A 2" PIECE OF RIGID 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 CHEMICALLY FUSED. PLACED 1.5' ON CENTER.USE 1/8" DIA ORIFICES PLACED 2.0' APART. LATERALS SHALL BE INSTALLED WITH ALL, HOLES POINTED DOWN EXCEPT LAST ORIFICE SIN EACH LATERAL POINT UP. USE CLARUS MODEL 5055-0006 OR ' BSF SHALL MEASURE 19'-8" LONG x 14'-0" WIDE (OUTSIDE DIMENSIONS). BSF SHALL BE CONSTRUCTED OF 6"x6" EQUIVALENT SLOTTED ORIFICE CAPS TO PROTECT THE 1/8" DIA ORIFICES. PRESSURE TREATED TIMBERS OR MASONRY BLOCKS. THE INTERIOR OF THE BOX SHALL BE FACED WITH 2" THICK I 45 MIL POL PROPYLENE MEMBRANE 4" INSPECTION PORT AT 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. � � GRADE WITH DRY FIT CAP ENGINEER SHALL INSPECT FILTER BASE PRIOR TO PLAC MENT OF LINER. CLEANOUTS SHALL BE PLACED IN 6° DIA VALVE BOXES CLARUS MODEL 5056-0006 OR EQUIVALENT. 6x6 PT TIMBERS OR MASONRY BLOCKS Ao PERIMETER STRUCTURAL SUPPORT 1" PVC SCH. 40 LATERAL WITH 1/8" DIA. AINSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF THE FILTER. INSPECTION PORT SHALL BE CONSTRUCTED STRAIGHT FLUSHING VALVE ASSEMBLY ORIFICES 16 ORIFICES PER LATERAL f OF 4" DIA PVC (SDR 35 MINIMUM) PERFORATED PIPING WRAPPED IN FILTER FABRIC. WELL SHALL EXTEND INTO THE IN 6" VALVE BOX NATIVE SOIL BENEATH THE BSF. i fl BOTTOMLESS SAND FILTER PLAN N.T.S. REMOVABLE INSPECTION COVER WITH AERATOR MOUNTING CASTING AND PLACE 3" OF 3/8" WASHED PEA STONE OVER THE ALTERNATE INLET CAST -IN-PLACE HANDLE COVER WITH FRESH AIR VENT ASSEMBLY "; SAND. INSTALL DISTRIBUTION LATERALS. PLACE 3" 6 DIA. VALVE BOXES LOCATION y{ ER DISTRIBUTION ZOELLER MODEL 5056-0006 ADDITIONAL PEA STONE TO COV LATERALS EXTENDED AERATION SOLVENT WELD WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. APPROVED SEALAN7�n RsI SEALING DEVICE CH�MBER CONNECTION I INSTALL BOARD WEAVE FILTER FABRIC OVER PEA STONE. CONTINUOUS 2" THICK RIGID " INSULATION BOARD AND 45 MIL COVER WITH ADDITIONAL 2 THICK LAYER OF PEA STONE OR 90" SWEEPS WITH THREADED CAPS WOOD CHIPS. RAKE SURFACE LEVEL. SURFACE SHOULD BE AT THE ENDS OF EACH LATERAL Q Q POLYPROPYLENE MEMBRANE. THE t1" DOWN FROM TOP OF TIMBERS OR CMUS. BSF. tiHALL CH 00 INSTALLED LINER MUST BE WATER NOT BE COVERED WITH ANY OTHER MATERIAL THATIWOULD O N TIGHT. INSULATION SHALL BE TIGHT RESTRICT THE EXCHANGE OF OXYGEN WITH THE SURFACE TO TIMBERS OR CMUS. ' a C� INSTALL 90' SWEEPS WITH TREADED n FLUSH .-VALVE ASSEMBL �� _ PLACE 24 OF SAND MEDIA MEETING �. �. 6x6. -PRESSURE :TREATED LANDSCAPE CAPS AT THE ENDS OF EACH =-,,., N.T.S. _ .� ,.ASTM„,C-33 REQUIREMENTS IN BSFk C> ry �, TIMBERS OR MASONRY BLOCKS, SET LATERAL. NOT USE 90 ',... ` IN LEVEL 8"',THICK LIFTS. PRESS'(, s , LEVEL & PLUMB ,STAGGER JOINTS & ELBOWS. CLEANOUTS SHALL BE�, IN -PLACE -ALONG EDGES TO REMOVE " ,_ „ ,a PLACED IN 6 -INCH DIAMETER VALVE � I ,� � N ATTACH WITH 9 SPIKES AT 2 0 t ” U ,r L^5056-0006' VOIDS '' - USE 1 1 4 DIAMETER PVC CLASS 200 MINIMUM FOR DISTRIBUTION Z O.C. BOXES ZOELLER MODE / 'z " MANIFOLD. LATERALS' SHALL' BE 1" SCHEDULE 40 PVC PLACED 24" " V1 S U a� 4 DIAMETER EFFLUENT LINE s I' � ^ ,...,. .........M... , ren, .,. ... �:... ...:::.. . ..... r, ,,.... . _ a >.- :.„ „ i ”, 0 CENTER.USE 1 ORIFICES PLACED 15 APART. A n ' :,x,`�, .,..,_ ,,..._.,... s ^aa -..: N/8 DIAMETER 0 ® ✓Il s-, 4 DIAMETER INLET LINE TO EFFLUENT PUMP CHAMBER x I+r. x -.r:r An r xr xx..+rr usr. r r 7*7 c x x 2 ' "' '' ....; - - .. �I PROPOSED GRAD LATERALS SHALL BE INSTALLED WITH,,ALL HOLES POINTED DOWN o o _ I�o'I . ... ' : , . yi � EXCEPT LAST ORIFICE IN EACH LATERAL POINTS UP. .USE , 7I BIO KINETIC SYSTEM MOUNTING �, , i i • :.. h C� I� ,L, `' ., � ZOELLER MODEL 5055x0006 SLOTTED ORIFICE CAPS TO PROTECT spy PRETREATMENT CHAMBER CASTING AND COVER THE 1 8" DIAMETER ORIFICES. U EXISTING GRADE i .. r., t , .. L:'-`� 4.��'V i�A �A„ �•,�;\ti ,,��, fit' /x 'AO'V�777/%'V` ALTERNATE INLET LOCATION FINAL CLARIFICATION CHAMBER / • r _ =fir -� r_ +; ri7i� t�� -_ _ '� I—III--IIIIII---III---III—III—III—III---III—III--ITh, VIII III III =III III=111—III—III—III III —III—III „ IIS II ili'�tt= ct 4--j I—IIII — , _ ___ ___ __ 1=III=III=III=III=III- 1=III -III III—III=III=IIIA -li —_ _ 4_j I—III III 4 —III III =III-=III—III=III—III -III=III=III III=11' o;III—III III—III—II _ ,� st YY a, _ _ �—+ o V NORWECO FRESH AIR VENT— ASSEMBLY SINGULAIR AERATOR AERATOR MOUNTING CASTING - UNDERGROUND POWER SUPPLY ENTRANCE APPROVED SEALANT SEALING DEVICE PRETREATMENT SUBMERGED TRANSFER EXTENDED AERATION DIU- N.T.S. SYSTEM PLAN VIEW BIO—KINET N.T.S. F4i I CAST -INS PLACE AERATION CHAMBE TRANSFER PORT YSTEM SECTION s,°: t° r — — — —1 1=11=III=III=III=III=III=111' 'rIII—III=III =III III =III=III=1�1=1�1=11 -III=11 ,,.,'.a d: 111=l�l=1�l=III=11=1�l=III=III=1�l=III— • P, a� III—III II;v; ,,, III—IIIIII—III I _ _ — =III=III`�111=III --III=III=III=III=III- III=III=III-- _ =III=III=III a� 1=III III=ni�rr�t'--' _ _ _ _ _ _ _ — _ =111=111= �I III � � � _ _ __ _ _ _ _ = 1=III=1111 (`III —III=III=111=III=III--III—III—III---III—III— III--III—III-III--III---III—III—III —III—III _ —III III III III III III III III III III III III III III II _ _ _ _ _ _ _ .S'-+ �, .� _ _ _ _ _ _ _ _ _ = 1= -III—III—III==III=III-_III=III=III=III—III=III =III =III=III =III =III= III=III=III=IIIIII--III—III—III--- V1 � III III III ILL III III III III III III III III III III III III II � _ _ _ _ _ _ _ _ _ =III=III=III=III=III=(II=III=III III=III=IIIIII11 �' � � III=III=III=III= III=III=IIIIII=11i -III=III=III=III=III=III=III=III=1 1111 III--III--III—III--III—III III III III III _ _ _ _ _ _ _ 1III=III=III=III=III=III=III=III= 111=III=III=III= III=III=III=III=III 11=III —III-=III=III III=III=III=III—III=III=III= III=III=III =III= III= III=III=III=III=III =III=III -+—' + r-+ � ' � 4� Ili OPTIONAL BLUE CRYSTAL !� t INSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF 2"'DIA."SCH 40 PVC FORCE MAIN. INSULATE WHEN COVER u � CHLORINATION SYSTEM THE FILTER. INSPECTION PORT SHALL BE CONSTRUCTED OF / " r� k 'FILL IS LESS THAT 3. SLOPE PVC PIPE 1 8 PER FOOT '4":DIAMETER PVC (SDR 35 MINIMUM) PERFORATED PIPING AWAY. FROM SAND FILTER EXCAVATE FOOT PRINT OF BSF BY REMOVING EXISTING SOD. WRAPPED IN FILTER FABRIC. WELL SHALL` EXTEND INTO THE PLACE ONE OR'MORE COURSES 6"x6" LANDSCAPE TIMBERS NATIVE SOIL BENEATH THE BSF. • ,-moi OPTIONAL BIO -NEUTRALIZER ALONG PERIMETER, OF BSF SO TOP 1S TERRACED LEVEL. DECHLORINATION SYSTEM REMAINING COURSES WILL BE BUILT UP ABOVE GRADE. T O BUILD ENCLOSURE WITH CORNERS JOINED WITH HALF LAP SYSTEM ° a JOINTS AND REINFORCED WITH REBAR PINS. SCARIFY 3" OF 03 N SURFICIAL MATERIAL INSIDE BSF AND BLEND WITH 3" OF BLOTTOMLESS SAND ,'FILTER SECTION 1310 -KINETIC SAND MOUTING CASTING N.T.S. N _ BIO KINETIC SYSTEM LOCKING LUGS , CAST IN-PLACE RECEIVING FLANGE` BIO -KINETIC SYSTEM LOCKING LUGS _ fly - V' 1r SOLVENT WELD CONNECTION CASTING AND MOUNTING AND COVER 4" DIAMETER EFFLUENT LINE TO EFFLUENT PUMP CHAMBER SINGULAIR BIO -KINETIC SYSTEM DISCHARGE CASTING PICK-UP (SEE DETAIL) GROOVE TYP. -BIO-KINETIC SYSTEM 0 i .2-11 TYP. COLD WEATHER ORIFICE < SHIELD (TYP.) N E w U P � o G O NIP a N U BSF SHALL MEASURE 19'-8" LONG x 14'-0" WIDE (OUTSIDE DIMENSIONS). BSF SHALL BE CONSTRUCTED OF 6"x6" EQUIVALENT SLOTTED ORIFICE CAPS TO PROTECT THE 1/8" DIA ORIFICES. PRESSURE TREATED TIMBERS OR MASONRY BLOCKS. THE INTERIOR OF THE BOX SHALL BE FACED WITH 2" THICK I 45 MIL POL PROPYLENE MEMBRANE 4" INSPECTION PORT AT 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. � � GRADE WITH DRY FIT CAP ENGINEER SHALL INSPECT FILTER BASE PRIOR TO PLAC MENT OF LINER. CLEANOUTS SHALL BE PLACED IN 6° DIA VALVE BOXES CLARUS MODEL 5056-0006 OR EQUIVALENT. 6x6 PT TIMBERS OR MASONRY BLOCKS Ao PERIMETER STRUCTURAL SUPPORT 1" PVC SCH. 40 LATERAL WITH 1/8" DIA. AINSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF THE FILTER. INSPECTION PORT SHALL BE CONSTRUCTED STRAIGHT FLUSHING VALVE ASSEMBLY ORIFICES 16 ORIFICES PER LATERAL f OF 4" DIA PVC (SDR 35 MINIMUM) PERFORATED PIPING WRAPPED IN FILTER FABRIC. WELL SHALL EXTEND INTO THE IN 6" VALVE BOX NATIVE SOIL BENEATH THE BSF. i fl BOTTOMLESS SAND FILTER PLAN N.T.S. REMOVABLE INSPECTION COVER WITH AERATOR MOUNTING CASTING AND PLACE 3" OF 3/8" WASHED PEA STONE OVER THE ALTERNATE INLET CAST -IN-PLACE HANDLE COVER WITH FRESH AIR VENT ASSEMBLY "; SAND. INSTALL DISTRIBUTION LATERALS. PLACE 3" 6 DIA. VALVE BOXES LOCATION y{ ER DISTRIBUTION ZOELLER MODEL 5056-0006 ADDITIONAL PEA STONE TO COV LATERALS EXTENDED AERATION SOLVENT WELD WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. APPROVED SEALAN7�n RsI SEALING DEVICE CH�MBER CONNECTION I INSTALL BOARD WEAVE FILTER FABRIC OVER PEA STONE. CONTINUOUS 2" THICK RIGID " INSULATION BOARD AND 45 MIL COVER WITH ADDITIONAL 2 THICK LAYER OF PEA STONE OR 90" SWEEPS WITH THREADED CAPS WOOD CHIPS. RAKE SURFACE LEVEL. SURFACE SHOULD BE AT THE ENDS OF EACH LATERAL Q Q POLYPROPYLENE MEMBRANE. THE t1" DOWN FROM TOP OF TIMBERS OR CMUS. BSF. tiHALL CH 00 INSTALLED LINER MUST BE WATER NOT BE COVERED WITH ANY OTHER MATERIAL THATIWOULD O N TIGHT. INSULATION SHALL BE TIGHT RESTRICT THE EXCHANGE OF OXYGEN WITH THE SURFACE TO TIMBERS OR CMUS. ' a C� INSTALL 90' SWEEPS WITH TREADED n FLUSH .-VALVE ASSEMBL �� _ PLACE 24 OF SAND MEDIA MEETING �. �. 6x6. -PRESSURE :TREATED LANDSCAPE CAPS AT THE ENDS OF EACH =-,,., N.T.S. _ .� ,.ASTM„,C-33 REQUIREMENTS IN BSFk C> ry �, TIMBERS OR MASONRY BLOCKS, SET LATERAL. NOT USE 90 ',... ` IN LEVEL 8"',THICK LIFTS. PRESS'(, s , LEVEL & PLUMB ,STAGGER JOINTS & ELBOWS. CLEANOUTS SHALL BE�, IN -PLACE -ALONG EDGES TO REMOVE " ,_ „ ,a PLACED IN 6 -INCH DIAMETER VALVE � I ,� � N ATTACH WITH 9 SPIKES AT 2 0 t ” U ,r L^5056-0006' VOIDS '' - USE 1 1 4 DIAMETER PVC CLASS 200 MINIMUM FOR DISTRIBUTION Z O.C. BOXES ZOELLER MODE / 'z " MANIFOLD. LATERALS' SHALL' BE 1" SCHEDULE 40 PVC PLACED 24" " V1 S U a� 4 DIAMETER EFFLUENT LINE s I' � ^ ,...,. .........M... , ren, .,. ... �:... ...:::.. . ..... r, ,,.... . _ a >.- :.„ „ i ”, 0 CENTER.USE 1 ORIFICES PLACED 15 APART. A n ' :,x,`�, .,..,_ ,,..._.,... s ^aa -..: N/8 DIAMETER 0 ® ✓Il s-, 4 DIAMETER INLET LINE TO EFFLUENT PUMP CHAMBER x I+r. x -.r:r An r xr xx..+rr usr. r r 7*7 c x x 2 ' "' '' ....; - - .. �I PROPOSED GRAD LATERALS SHALL BE INSTALLED WITH,,ALL HOLES POINTED DOWN o o _ I�o'I . ... ' : , . yi � EXCEPT LAST ORIFICE IN EACH LATERAL POINTS UP. .USE , 7I BIO KINETIC SYSTEM MOUNTING �, , i i • :.. h C� I� ,L, `' ., � ZOELLER MODEL 5055x0006 SLOTTED ORIFICE CAPS TO PROTECT spy PRETREATMENT CHAMBER CASTING AND COVER THE 1 8" DIAMETER ORIFICES. U EXISTING GRADE i .. r., t , .. L:'-`� 4.��'V i�A �A„ �•,�;\ti ,,��, fit' /x 'AO'V�777/%'V` ALTERNATE INLET LOCATION FINAL CLARIFICATION CHAMBER / • r _ =fir -� r_ +; ri7i� t�� -_ _ '� I—III--IIIIII---III---III—III—III—III---III—III--ITh, VIII III III =III III=111—III—III—III III —III—III „ IIS II ili'�tt= ct 4--j I—IIII — , _ ___ ___ __ 1=III=III=III=III=III- 1=III -III III—III=III=IIIA -li —_ _ 4_j I—III III 4 —III III =III-=III—III=III—III -III=III=III III=11' o;III—III III—III—II _ ,� st YY a, _ _ �—+ o V NORWECO FRESH AIR VENT— ASSEMBLY SINGULAIR AERATOR AERATOR MOUNTING CASTING - UNDERGROUND POWER SUPPLY ENTRANCE APPROVED SEALANT SEALING DEVICE PRETREATMENT SUBMERGED TRANSFER EXTENDED AERATION DIU- N.T.S. SYSTEM PLAN VIEW BIO—KINET N.T.S. F4i I CAST -INS PLACE AERATION CHAMBE TRANSFER PORT YSTEM SECTION s,°: t° r — — — —1 1=11=III=III=III=III=III=111' 'rIII—III=III =III III =III=III=1�1=1�1=11 -III=11 ,,.,'.a d: 111=l�l=1�l=III=11=1�l=III=III=1�l=III— • P, a� III—III II;v; ,,, III—IIIIII—III I _ _ — =III=III`�111=III --III=III=III=III=III- III=III=III-- _ =III=III=III a� 1=III III=ni�rr�t'--' _ _ _ _ _ _ _ — _ =111=111= �I III � � � _ _ __ _ _ _ _ = 1=III=1111 (`III —III=III=111=III=III--III—III—III---III—III— III--III—III-III--III---III—III—III —III—III _ —III III III III III III III III III III III III III III II _ _ _ _ _ _ _ .S'-+ �, .� _ _ _ _ _ _ _ _ _ = 1= -III—III—III==III=III-_III=III=III=III—III=III =III =III=III =III =III= III=III=III=IIIIII--III—III—III--- V1 � III III III ILL III III III III III III III III III III III III II � _ _ _ _ _ _ _ _ _ =III=III=III=III=III=(II=III=III III=III=IIIIII11 �' � � III=III=III=III= III=III=IIIIII=11i -III=III=III=III=III=III=III=III=1 1111 III--III--III—III--III—III III III III III _ _ _ _ _ _ _ 1III=III=III=III=III=III=III=III= 111=III=III=III= III=III=III=III=III 11=III —III-=III=III III=III=III=III—III=III=III= III=III=III =III= III= III=III=III=III=III =III=III -+—' + r-+ � ' � 4� Ili OPTIONAL BLUE CRYSTAL !� t INSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF 2"'DIA."SCH 40 PVC FORCE MAIN. INSULATE WHEN COVER u � CHLORINATION SYSTEM THE FILTER. INSPECTION PORT SHALL BE CONSTRUCTED OF / " r� k 'FILL IS LESS THAT 3. SLOPE PVC PIPE 1 8 PER FOOT '4":DIAMETER PVC (SDR 35 MINIMUM) PERFORATED PIPING AWAY. FROM SAND FILTER EXCAVATE FOOT PRINT OF BSF BY REMOVING EXISTING SOD. WRAPPED IN FILTER FABRIC. WELL SHALL` EXTEND INTO THE PLACE ONE OR'MORE COURSES 6"x6" LANDSCAPE TIMBERS NATIVE SOIL BENEATH THE BSF. • ,-moi OPTIONAL BIO -NEUTRALIZER ALONG PERIMETER, OF BSF SO TOP 1S TERRACED LEVEL. DECHLORINATION SYSTEM REMAINING COURSES WILL BE BUILT UP ABOVE GRADE. T O BUILD ENCLOSURE WITH CORNERS JOINED WITH HALF LAP SYSTEM ° a JOINTS AND REINFORCED WITH REBAR PINS. SCARIFY 3" OF 03 N SURFICIAL MATERIAL INSIDE BSF AND BLEND WITH 3" OF BLOTTOMLESS SAND ,'FILTER SECTION 1310 -KINETIC SAND MOUTING CASTING N.T.S. N _ BIO KINETIC SYSTEM LOCKING LUGS , CAST IN-PLACE RECEIVING FLANGE` BIO -KINETIC SYSTEM LOCKING LUGS _ fly - V' 1r SOLVENT WELD CONNECTION CASTING AND MOUNTING AND COVER 4" DIAMETER EFFLUENT LINE TO EFFLUENT PUMP CHAMBER SINGULAIR BIO -KINETIC SYSTEM DISCHARGE CASTING PICK-UP (SEE DETAIL) GROOVE TYP. -BIO-KINETIC SYSTEM h N E w U P � o G 0 d a N U r o�� z w p z — 7 Z m0 od 0 wn v to 1 1/4 PVC MANIFOLD FROM o L ¢ c 6 n n— s z EFFLUENT PUMPING SYSTEM v °3 v cn m m t a z rc L U O f a J a D GL O` — Ux p .. Of Lu wV) >�w BSF SHALL MEASURE 19'-8" LONG x 14'-0" WIDE (OUTSIDE DIMENSIONS). BSF SHALL BE CONSTRUCTED OF 6"x6" EQUIVALENT SLOTTED ORIFICE CAPS TO PROTECT THE 1/8" DIA ORIFICES. PRESSURE TREATED TIMBERS OR MASONRY BLOCKS. THE INTERIOR OF THE BOX SHALL BE FACED WITH 2" THICK I 45 MIL POL PROPYLENE MEMBRANE 4" INSPECTION PORT AT 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. � � GRADE WITH DRY FIT CAP ENGINEER SHALL INSPECT FILTER BASE PRIOR TO PLAC MENT OF LINER. CLEANOUTS SHALL BE PLACED IN 6° DIA VALVE BOXES CLARUS MODEL 5056-0006 OR EQUIVALENT. 6x6 PT TIMBERS OR MASONRY BLOCKS Ao PERIMETER STRUCTURAL SUPPORT 1" PVC SCH. 40 LATERAL WITH 1/8" DIA. AINSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF THE FILTER. INSPECTION PORT SHALL BE CONSTRUCTED STRAIGHT FLUSHING VALVE ASSEMBLY ORIFICES 16 ORIFICES PER LATERAL f OF 4" DIA PVC (SDR 35 MINIMUM) PERFORATED PIPING WRAPPED IN FILTER FABRIC. WELL SHALL EXTEND INTO THE IN 6" VALVE BOX NATIVE SOIL BENEATH THE BSF. i fl BOTTOMLESS SAND FILTER PLAN N.T.S. REMOVABLE INSPECTION COVER WITH AERATOR MOUNTING CASTING AND PLACE 3" OF 3/8" WASHED PEA STONE OVER THE ALTERNATE INLET CAST -IN-PLACE HANDLE COVER WITH FRESH AIR VENT ASSEMBLY "; SAND. INSTALL DISTRIBUTION LATERALS. PLACE 3" 6 DIA. VALVE BOXES LOCATION y{ ER DISTRIBUTION ZOELLER MODEL 5056-0006 ADDITIONAL PEA STONE TO COV LATERALS EXTENDED AERATION SOLVENT WELD WORK IS TO BE AS SHOWN & NOTED AND IN ACCORDANCE WITH MANUFACTURER'S RECOMMENDATIONS, TRADE ASSOCIATION PUBLISHED RECOMMENDATIONS AND GENERALLY ACCEPTED LOCAL CONSTRUCTION INDUSTRY PRACTICES. APPROVED SEALAN7�n RsI SEALING DEVICE CH�MBER CONNECTION I INSTALL BOARD WEAVE FILTER FABRIC OVER PEA STONE. CONTINUOUS 2" THICK RIGID " INSULATION BOARD AND 45 MIL COVER WITH ADDITIONAL 2 THICK LAYER OF PEA STONE OR 90" SWEEPS WITH THREADED CAPS WOOD CHIPS. RAKE SURFACE LEVEL. SURFACE SHOULD BE AT THE ENDS OF EACH LATERAL Q Q POLYPROPYLENE MEMBRANE. THE t1" DOWN FROM TOP OF TIMBERS OR CMUS. BSF. tiHALL CH 00 INSTALLED LINER MUST BE WATER NOT BE COVERED WITH ANY OTHER MATERIAL THATIWOULD O N TIGHT. INSULATION SHALL BE TIGHT RESTRICT THE EXCHANGE OF OXYGEN WITH THE SURFACE TO TIMBERS OR CMUS. ' a C� INSTALL 90' SWEEPS WITH TREADED n FLUSH .-VALVE ASSEMBL �� _ PLACE 24 OF SAND MEDIA MEETING �. �. 6x6. -PRESSURE :TREATED LANDSCAPE CAPS AT THE ENDS OF EACH =-,,., N.T.S. _ .� ,.ASTM„,C-33 REQUIREMENTS IN BSFk C> ry �, TIMBERS OR MASONRY BLOCKS, SET LATERAL. NOT USE 90 ',... ` IN LEVEL 8"',THICK LIFTS. PRESS'(, s , LEVEL & PLUMB ,STAGGER JOINTS & ELBOWS. CLEANOUTS SHALL BE�, IN -PLACE -ALONG EDGES TO REMOVE " ,_ „ ,a PLACED IN 6 -INCH DIAMETER VALVE � I ,� � N ATTACH WITH 9 SPIKES AT 2 0 t ” U ,r L^5056-0006' VOIDS '' - USE 1 1 4 DIAMETER PVC CLASS 200 MINIMUM FOR DISTRIBUTION Z O.C. BOXES ZOELLER MODE / 'z " MANIFOLD. LATERALS' SHALL' BE 1" SCHEDULE 40 PVC PLACED 24" " V1 S U a� 4 DIAMETER EFFLUENT LINE s I' � ^ ,...,. .........M... , ren, .,. ... �:... ...:::.. . ..... r, ,,.... . _ a >.- :.„ „ i ”, 0 CENTER.USE 1 ORIFICES PLACED 15 APART. A n ' :,x,`�, .,..,_ ,,..._.,... s ^aa -..: N/8 DIAMETER 0 ® ✓Il s-, 4 DIAMETER INLET LINE TO EFFLUENT PUMP CHAMBER x I+r. x -.r:r An r xr xx..+rr usr. r r 7*7 c x x 2 ' "' '' ....; - - .. �I PROPOSED GRAD LATERALS SHALL BE INSTALLED WITH,,ALL HOLES POINTED DOWN o o _ I�o'I . ... ' : , . yi � EXCEPT LAST ORIFICE IN EACH LATERAL POINTS UP. .USE , 7I BIO KINETIC SYSTEM MOUNTING �, , i i • :.. h C� I� ,L, `' ., � ZOELLER MODEL 5055x0006 SLOTTED ORIFICE CAPS TO PROTECT spy PRETREATMENT CHAMBER CASTING AND COVER THE 1 8" DIAMETER ORIFICES. U EXISTING GRADE i .. r., t , .. L:'-`� 4.��'V i�A �A„ �•,�;\ti ,,��, fit' /x 'AO'V�777/%'V` ALTERNATE INLET LOCATION FINAL CLARIFICATION CHAMBER / • r _ =fir -� r_ +; ri7i� t�� -_ _ '� I—III--IIIIII---III---III—III—III—III---III—III--ITh, VIII III III =III III=111—III—III—III III —III—III „ IIS II ili'�tt= ct 4--j I—IIII — , _ ___ ___ __ 1=III=III=III=III=III- 1=III -III III—III=III=IIIA -li —_ _ 4_j I—III III 4 —III III =III-=III—III=III—III -III=III=III III=11' o;III—III III—III—II _ ,� st YY a, _ _ �—+ o V NORWECO FRESH AIR VENT— ASSEMBLY SINGULAIR AERATOR AERATOR MOUNTING CASTING - UNDERGROUND POWER SUPPLY ENTRANCE APPROVED SEALANT SEALING DEVICE PRETREATMENT SUBMERGED TRANSFER EXTENDED AERATION DIU- N.T.S. SYSTEM PLAN VIEW BIO—KINET N.T.S. F4i I CAST -INS PLACE AERATION CHAMBE TRANSFER PORT YSTEM SECTION s,°: t° r — — — —1 1=11=III=III=III=III=III=111' 'rIII—III=III =III III =III=III=1�1=1�1=11 -III=11 ,,.,'.a d: 111=l�l=1�l=III=11=1�l=III=III=1�l=III— • P, a� III—III II;v; ,,, III—IIIIII—III I _ _ — =III=III`�111=III --III=III=III=III=III- III=III=III-- _ =III=III=III a� 1=III III=ni�rr�t'--' _ _ _ _ _ _ _ — _ =111=111= �I III � � � _ _ __ _ _ _ _ = 1=III=1111 (`III —III=III=111=III=III--III—III—III---III—III— III--III—III-III--III---III—III—III —III—III _ —III III III III III III III III III III III III III III II _ _ _ _ _ _ _ .S'-+ �, .� _ _ _ _ _ _ _ _ _ = 1= -III—III—III==III=III-_III=III=III=III—III=III =III =III=III =III =III= III=III=III=IIIIII--III—III—III--- V1 � III III III ILL III III III III III III III III III III III III II � _ _ _ _ _ _ _ _ _ =III=III=III=III=III=(II=III=III III=III=IIIIII11 �' � � III=III=III=III= III=III=IIIIII=11i -III=III=III=III=III=III=III=III=1 1111 III--III--III—III--III—III III III III III _ _ _ _ _ _ _ 1III=III=III=III=III=III=III=III= 111=III=III=III= III=III=III=III=III 11=III —III-=III=III III=III=III=III—III=III=III= III=III=III =III= III= III=III=III=III=III =III=III -+—' + r-+ � ' � 4� Ili OPTIONAL BLUE CRYSTAL !� t INSTALL INSPECTION WELL IN THE APPROXIMATE CENTER OF 2"'DIA."SCH 40 PVC FORCE MAIN. INSULATE WHEN COVER u � CHLORINATION SYSTEM THE FILTER. INSPECTION PORT SHALL BE CONSTRUCTED OF / " r� k 'FILL IS LESS THAT 3. SLOPE PVC PIPE 1 8 PER FOOT '4":DIAMETER PVC (SDR 35 MINIMUM) PERFORATED PIPING AWAY. FROM SAND FILTER EXCAVATE FOOT PRINT OF BSF BY REMOVING EXISTING SOD. WRAPPED IN FILTER FABRIC. WELL SHALL` EXTEND INTO THE PLACE ONE OR'MORE COURSES 6"x6" LANDSCAPE TIMBERS NATIVE SOIL BENEATH THE BSF. • ,-moi OPTIONAL BIO -NEUTRALIZER ALONG PERIMETER, OF BSF SO TOP 1S TERRACED LEVEL. DECHLORINATION SYSTEM REMAINING COURSES WILL BE BUILT UP ABOVE GRADE. T O BUILD ENCLOSURE WITH CORNERS JOINED WITH HALF LAP SYSTEM ° a JOINTS AND REINFORCED WITH REBAR PINS. SCARIFY 3" OF 03 N SURFICIAL MATERIAL INSIDE BSF AND BLEND WITH 3" OF BLOTTOMLESS SAND ,'FILTER SECTION 1310 -KINETIC SAND MOUTING CASTING N.T.S. N _ BIO KINETIC SYSTEM LOCKING LUGS , CAST IN-PLACE RECEIVING FLANGE` BIO -KINETIC SYSTEM LOCKING LUGS _ fly - V' 1r SOLVENT WELD CONNECTION CASTING AND MOUNTING AND COVER 4" DIAMETER EFFLUENT LINE TO EFFLUENT PUMP CHAMBER SINGULAIR BIO -KINETIC SYSTEM DISCHARGE CASTING PICK-UP (SEE DETAIL) GROOVE TYP. -BIO-KINETIC SYSTEM