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1.2 1.2 WASTEWATER-SEWER\SetPHTHolden Replacement System With Absorption Field and ETU to Lake Fowidation—In APA-9-12-2022 RESOLUTION SETTING PUBLIC HEARING ON SEWAGE DISPOSAL VARIANCE APPLICATION OF JEFFREY HOLDEN RESOLUTION NO.: ,2022 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, the Queensbury Town Board serves as the Town's Local Board of Health and is authorized by Town Code Chapter 136 to issue variances from the Town's On-Site Sewage Disposal Ordinance, and WHEREAS, Jeffrey Holden has applied to the Local Board of Health for variances from Chapter 136 to install a wastewater replacement system with the: 1. Absorption field to be located 68' from Lake George in lieu of the required 100' setback; 2. ETU Tank to be located 8' from the foundation in lieu of the required 10' setback; and 3. Absorption field to be located 10' from the foundation in lieu of the required 20' setback; on property located at 256 Cleverdale Road in the Town of Queensbury, NOW, THEREFORE, BE IT RESOLVED, that the Town of Queensbury Local Board of Health will hold a public hearing on Monday, September 26t", 2022 at 7:00 p.m. at the Queensbury Activities Center, 742 Bay Road, Queensbury, to consider Jeffrey Holden's sewage disposal variance application concerning property located at 256 Cleverdale Road in the Town of Queensbury (Tax Map No.: 227.13-2-6) 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 12t'day of September, 2022,by the following vote: AYES NOES ABSENT: SEPTIC VARIANCE ° '°e use only Permit#: APPLICATION Permit Fee:$ 'rrnm of c�tecnshur}• Invoice#: 742 Bay Road,Queensbury,NY, 12804 P:518-761-8256 www.gueensbury.net Approvals: P 2 �? Submittal: 1 (one) original & 8 copies of the completed application package , �r PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMLL RECEIVED Section 1: 5 1022 QUEENSBURY Contact Information: t OLERKS OFFICE Property Owner's): Jeffrey Holden Owner's Agent: Environmental Design' a. er§lup LLP Address: 256 Cleverdale Road Address: 900 Route 146 Clifton Park NY 12026 Queensbury NY 12804 Phone#: 518-955-8191 Phone#: 518-371-7621 Email: jholden@roadrunner.com Email: dmacelroy@edpllp.com,cdemyer@edpllp.com Section 2• Site Information: Site.Address: 256 Cleverdale Road Tax ID#: 227.13-2-6 Directions to Site: From 91,turn onto Cleverdale Road,continue for+J- 1 mile,property located on the East of Cleverdale Rd.Across from Mason Rd. Section 3• Distance from well on property to septic system (if applicable) n/a feet Section 4• Is it possible to install a conforming septic system on this property? ❑Yes No If YES, please explain and attach a diagram: Section 5• Does the proposed system meet setback requirements for distance from wells&septic systems on neighboring properties? OYes F_No if NO,please explain: Section 6: Is the proposed system to be installed under a parking area? ❑Yes FXJ No Section 7• Section of the Sanitary Sewage Ordinance from which you are.seeking the variance(i.e. leaching system will be 89 ft. from well in lieu of required 100 ft.): v-1:WASTEWATER ABSORPTION FIELD TO LAKE 68'REQUESTED VSTHE IWREQUIRED V-2:ETU TANK TO FOUNDATION 8'REQUESTED VS.THE IV REQUIRED V-3:WASTEWATER ABSORPTION FIELD TO FOUNDATION 10'REQUESTED VS.THE 20'REQUIRED Septic Variance Application - ° Section 8: List the D8nl83/ parcel addresses, and tax map DV[nb2B of all 3rkOiOiDg property oVVDe[3. YOU may obtain this information from the Town Of{}Ue8OSbUry/3 Assessor's Office: S�veu��.Rosen North Name Address 2dOClevcmduleRoad 226.16'1-49.11 Tau Map |[) South Name Kimberly Forsyth Chamberlin ���vczdul��]l d Address 2�2 Road Tax Map |D 227'l3'2'7 East Name Address Tax Map |[} �uo�M��T�� West Name 245��e��eRoad Address 2 Tax Map |D 26.I6-1-11 Section 9: ' OWNER STATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: 256Cln«ordaluRoad . |/VVerea\izethat putting the well,septic tank Vrleaching system less than the required I00 feet from the Lake .may increase the risk of pollution. OWNER—PRINT OWNER—SIGNATURE: DATE Section 10: NEIGHBOR OR TENANT RELEASE STATEMENT(if opplicable) � k\Nedo hereby relieve the Town of eensburyfrom liabilities nn the plumbing and Septic system located at I/We realize that putting the well, septic tank or leaching system less than the required feet from the mayincrease the risk ofpollution. N.ei8hbor/[enan1--PrintNanne: Nei8hbor/Tenant-Signoture: Date: a PLEASE ATTACH THE FOLLOWING TO YOUR APPLICATION: 1. A location map showing the site within the Town of Queensbury 2. A plot plan showing existing and proposed features of the property, including: a. Lot dimensions b. North arrow and scale: 1 inch=40 feet c. Location & dimensions of existing and proposed buildings, showing setback distances and uses d. Parking layout to scale (if applicable) e. Physical features (street, steep slopes, lakes,wetlands,etc.) f. Location of all wells and septic systems on neighboring properties g. Adjacent ownerships h. All properties within 500 feet A sample plot plan and location are shown below: r ' ��. ���`"^*�.,�--�" ''�'�r•-"' , ie��1 ,yeti' �' .r. .51 - Phil rAm Calu 7:ry '� C $ P�?fRAftrA � � T�hfl�{ikn Septic Variance Application Revised December 2021 Section 11: AUTHORIZATION AND SIGNATURE PAGE This page includes the Authorization to Act as Agent form, engineering fee disclosure, authorization for site visits, other permit responsibilities and agreement to provide documentation required. Complete the following if the OWNER is using an Agent: Owner's Name: Jeffrey Holden Designates:Environmental Design Partnership as agent regarding the Septic Variance for Holden Residence Site Address:256 Cleverdale Road Tax Map#: 227.13-2-6 Engineering Fee Disclosure: Applications may be referred to the Town consulting engineer for review of septic design, storm drainage, etc. as determined by the Town Board of Health. Fees for engineering review services will be charged directly to the applicant. Authorization for Site Visits: By signing this page and submitting the application materials attached herein, the Owner, Applicant and his/her/their agent hereby authorize the Town Board of Health, building and code Enforcement Officers and Town Engineer to enter the subject properties for the purpose of reviewing the application submitted. Please Note: Other permits may be required for construction or alteration activity subsequent to approval by the Town Board of Health. It is the applicant's responsibility to obtain any additional permits. Official Meeting Minutes Disclosure: It is the practice of the Town Board of Health to have a designated stenographer tape record the proceedings of the meetings resulting from the application, and that the minutes transcribed from those tapes constitute the official record of all proceedings. If there is discrepancy between such record and the handwritten minutes taken by the designated stenographer,the handwritten minutes shall be deemed the official record. 1,the undersigned, have thoroughly read and understand the instructions for submission; agree to the submission requirements and completed checklist: 41, Z QWNER;"PRINT NAMt: DATE;. AGENT—PRINT NAME: ConnorDeMyer AGENT—SIGNATURE: DATE: VI-1-42-2- Septic Variance Application Revised December 2021 (% PROPOSED WASTEWATER IMPRO N OE IMPROVEMENTS FOR THE aPA.C. HOLDEN RESIDENCE W }� J 1 APPLICANT: IM`AN RO _oW oGKHuasT zJEFFREY HOLDEN 5RE IACATiON 256 CLEVERDALE ROAD �W TOWN OF QUEENSBURY = "N BITE nremtnT •er �— sca}.e: SITE VICINITY MAP O N LL srv,r:i• zoo• 11 Z'� NOTE ALL PROPEg116 SHOWN IN WR ZONE '^ a.d Z W Q ZU w Z N > N O "1 N Z> .. _ (7 q, UAAA , rn W / # a Q W a Y= W c Q 0 c DRAWING INDEX o W W Z W a SHEET NO. DRAWING TITLE o frOo X 1 COVER SHEET CL O wo W 2 EXISTING CONDITIONS (0zw A X 3 SITE PLAN a = N v X 4 VARIANCE PLAN RECORD OF WORK DATE BY o— z �(. 5 WASTEWATER DETAILS _ X 6 ENHANCED TREATMENT DETAILS ---- _ � I SCALE: w TOWN OF OUFFNSOURv o N.T.S. SHEET TITLE: r w COVER SHEET W w a SHEET NO. w o_ 1 i SOIL DATA MAP R F aF,vr.Fs• .�� V z" I E THE FOLLOWING SOIL ANALYSIS DATA WAS PREPARED BY THE `, tV ENVIRONMENTAL DESIGN PARTNERSHIP ON AUGUST i9TH, 2022. i) Map Entitled: "Mop of o Survvy made/or Richard K.Berko '� (n��-1 76.6 G" 1 &John A.Mason"" Mop Doty: February 6, 1990 O"-48 DARK BROWN TOPSOIL Prepared By V-D.sen&Stoves L-d Survv}rors i2"-48'" LIGHT BROWN FINE SANDY LOAM Map No. 89-4942.8 \J a\\N.� 48""-Z2" BROWN MEDIUM SANDY LOAM, SOME COBBLES 2-3" Q� Y NO SIGNS OF SEASONAL HIGH GROUNDWATER OR BEDROCK OBSERVED 0"-8" DARK BROWN TOPSOIL W � 8""-54" LIGHT BROWN FINE SANDY LOAM,SOME COBBLES 2-3"" ,) NO SIGNS OF SEASONAL HIGH GROUNDWATER OR BEDROCK OBSERVED z STABILIZED RATE 04 MIN PER INCH \ IL Fri / W STABILIZED RATE 0 3 MIN 40 SEC PER INCH f0 N / w N NO N I- N j W N Q 6m LL ZW EX HOUSE c/) Q d w "S (7 N R�qD ; > N \� 0 W N L t c w J h ry0 � t r DOCK � w h M Y o (n Z p T#1 Q O 7 Z Lu322, ^tea^ x u _d J F W © 5 BR �v 2 w Q Q W= a DWELLING LAKE co j w 0 a _ JYr GEORGE J o z 03: v1 DOCK LL N O> c N �n RECORD OF WORKI DATE BY o mLj a I `r t� M ry y N R' y M nrry tY W Ex HOUSE \ SCALE: ``' 30' \ SHEET TITLE: EXISTING z --- -- _ CONDITIONS 30 o ao 60(IN FEET) r EET N0, GRAPHIC SCALE = 2 3 WASTEWATER SYSTEM - BASIS OF DESIGN WASTEWATER ABSORPTION FIELD DESIGN ` I 6Z9MG_TT9._Y(I/THCRITY.. TOWN OF QUEENSBURY CALCULATIONS, - THE PROPOSED ABSORPTION FIELD WAS DESIGNED IN ACCORDANCE WITH DE'SIGN�TANDAROS: NEW YORK STATE DEPARTMENT OF HEALTH(IONYCRR APPENDIX 75-A), WASTEWATER TREATMENT STANDARDS-INDIVIDUAL HOUSEHOLD SYSTEM. NYSOOH APPENDIX]SA AS FOLLOWS 00 TOWN OF OUFE'NSBURY ORDINANCE-CHAPTER 136: SEWERS AND SEWAGE DISPOSAL-PART 1, ON-SITE SEWAGE DISPOSAL SYSTEMS DESIGN PERCOLATION RATE 1-5 MIN/IN PR� 'cT-LJ RIPTON: THE PROPOSED WASTEWATER SYSTEM TO SERVE THE FIVE(5)BEDROOM RESIDENCE SHALL CONSIST'OF A FUJI CLEAN USA CE--S, OR EQUAL,AND TOTAL BEDROOM COUNT=5 EFFLUENT TO FLOW BY GRAVITY TO A DISTRIBUTION BOX THEN TO THREE ELJEN GSF TRENCHES DESIGN FLOW-- 110/GAL/DAY/BR 110 X 5-550 GAL/DAY E'_R9�lE�EP FL-QWR��' BASED ON A FIVE(5)BEDROOM COUNT'AND NYS'DOH STANDARDS FOR POST f991 WATER SA NNG FIXTURES®110 GALLONS PER DAY PER APPLICATION RATE- 1.2 GAL/DAY/SF l f Z CL BEDROOM, THE AVERAGE DAILY FLOW(ADF)IS 550 GALLONS. SHOULD HOUSEHOLD FIXTURES NOT BE OF THE'LOW FLOW'TYP£MANUFACTURED SINCE 1991 THEN THE REQUIRED ELJEN TRENCH LENGTH=104 LF FIXTURES SHALL BE REPLACED AS NEEDED. THIS FLOWRATE DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER(NOR IS ONE RECOMMENDED)OR A HOT TUB/SPA. REQUIRED ELJEN GSF MODULES_26 MODULES W ADDITIONAL FLOWRATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF THESE COMPONENTS BE PART OF THE HOUSE DESIGN. DESIGNED ELJEN TRENCHES=3 X 6'= 7LE LF - DESIGNED ELJEN GSF MODULES=3 X 9=27 MODULES NG IfANCt-D TRFA TM�N�-- A FUJ/CLEAN USA(5 SPECIFIED TO PROV/OE ENHANCED TREATMENT CAPABIL/TES'. THE UN/T IS TO B£INSTALLED PER MANUFACTURERS RECOMMENDATIONS AND IS SIZED FOR A 5 BEDROOM FLOWRATE AND COMPLIES WITH NSF 40 CERTFICAPON STANDARDS. THOUGH A FU✓I CLEAN USA IS PROPOSED,ETU TANK COULD BE REP[ACED WITH EQUAL ENHANCED TREATMENT CAPABlL1TIES WATER SUPPLY NOTE: ABSORPTION FM THE ABSORPTION SYSTEM IS DESIGNED AS A TYPICAL ELJEN GSF TRENCH SYSTEM WITH THREE(3)LATERALS AT J6 LF EACH, )OB LF'TOTAL. THROUGH VISUAL FIELD INSPECTION AND TOWN RECORDS,NO EXISTING THE LATERALS TO CONSIST OF 9 EL✓EN GSF MODULES EACH,27 MODULES TOTAL.,EFFLUENT WILL EXIT THE ETU AND FLOW BY GRAVITY TO A DISTRIBUTION BOX. FILL SOILS WELLS WITHIN 100'OF PROPOSED WASTEWATER ABSORPTON FIELD. (QUEENSBURY RED DIRT)SHALL BE IMPORTED TO CREATE A SUITABLE SOIL TRANSITION TO THE NAIVE SOIL.ASTM C33 SAND TO BE USED IN REQUIRED AREAS,CONTRACTOR TO PROVIDE ENGINEER WITH SPECIFICATIONS FROM PIT PRIOR TO CONSTRUCTION. (o N W No pj N L Nw W p m LAKE WATER SUPPLY / d W EX HOUSE l z W ¢a o W 4" PVC SDR 26/35 BUILDING W N ^/ASpN �pq0 SEWER ® }"/FT MIN SLOPE ETU TANK, FUJI CLEAN USA` > N CE-5, OR EQUAL 0 LLI � n N 4" PVC SDR 26/35 EFFLUENT "SEWER ®J/FT MIN SLOPE \ rn f U DISTRIBUTION BOX W og DOCK Quj Y x i W 0 a; M (Y % w`< ODZ a t 322, uj W Z I] 13 W W N C1 5 BR W 0::)_ ° DWELLING GEORGE a J w o a ' OO Z ai �: No i QL DOCK 0- N O} w - RECORD OF WORK DATE BY o x EWEN GSF ABSORPTION FIELD, USE THREE (3) LATERALS AT ` a 36 LF EA. (9 MODULES, 27 SCALE: j Ex HDusE MODULES TOTAL) 30l oG`` i LAKE WATER SUPPLY SHEET TITLE: WASTEWATER z PLAN 30 a 30 LAKE WATER SUPPLY SHEET NO. GRAPHIC SCALE (IN FEET) 3 } VARIANCE REQUEST.' Z m E �1 1 '._ C9 o \ w al 1 c J p9 THE PROPOSED WASTEWATER SYSTEM FOR THE HOLDEN RESIDENCE IS A NONCONFORMING SYSTEM WITH WITH RELIEF REQUIRED TO PROPERTY LINES,RELIEF REQUIRED FROM THE LAXE,RELIEF REQUIRED FROM BUILDING FOUNDATION V-1: ABSORPTION BED TO LAKE OEORGE-68'REQUESTED VS THE 100'REQUIRED Q= V-2: ETU TANK TO FOUNDATION-8'REQUESTED VS THE 10'REQUIRED \Z rol4 V-3: ABSORPTION BED TO FOUNDATION- 10'REQUESTED VS. THE 20'REQUIRED - W 6. W z E h (D N N O M N NW 0 om LAKE WATER SUPPLY j/ I't" Z W £ EX HOUSE W ct) ¢a N z UW ti MAS pN Ro \\ O Z n ` ry \ 0 LLJ N ctcl i tl) a _ 1o' W 88' DOCK Q y, s N ?� N z —1 0 ' M fM w N o n Q�w B' w Z Q Omz a 32 Q Q W W r v Q W D DWELLING O s BR LAKE � J W a 0 v Q GEORGE >U- lU -_V_g -- - i 0 O U Z or "o CL = D0Q o d NF� v � Q _lr /I DOCK N / I RECORD OF"WORK DATE BY o Q _._._.._- i I, -- o V M ryry 0! SCALE: > El HQusE \ '�° = 30' 00 LAKE WATER SUPPLY SHEET TITLE: WASTEWATER z VARIANCE PLAN -- a z 30 0 30 60 SHEET NO. w (IN GRAPHIC SCALE CH FEET) 4 a I oO 12 MIN. REMOVABLE N6rF a:mxm rntx�Cw�w wtvws aY \\` W L�\,p'A. COVER � �\ __ ��!1, y a ��ro -s_ INVIFT ELEV. w saSTm m wrz Q� Z xio irc.omwaimY uimun slaw � " nvA 12"MIN =n 6, PRECAST DISTRIBUTION BOX C, '"'' "N 0 N NOT TO SCALE (.(.) (V N O M N ry N� 4 CIA. N W PERFORATED m PVC ASTIM C33 LL Z w SA � 48 � SAND Ly D BOX (n ISTRIBUTION ............— -------------- Q AL) m 1 -E r G 7 DISTIBBURON OT ORIENTS ATI N`"" AND QUANTITY (L N I--LENGTH AND MODULE ptt AS PER SYSTEM DESIGN--� Q. v' � OJ TYPICAL EWEN TRENCH SYSTEM NOT TCI SCALE W a W YOL W 0OL N U) Z 0}? FTNAL GRACE Q uj Q Z E N m C TOP SOIL— W Z}o_ 4"CIA PERFORATED PIPE- S$UITABLE SAND BACKFlLL W W~ 73 IpOBBLES,ROCKS TO BE REMOVED) O Q Q W z v HOLES 5&7 O'CLOCK _ w A,d Q GEC-TEXTILE COVER W q PVC PRESS RE O �j LL / BANDING STRIPS DISTRIBUTION LATERAL --� FILL SYSTEMS STANDARD NOTES: O WOW m A IN THIS GASE WHERE TESTS FOR HIGH GROUNDWATER DETERMINATION.OR SOIL PERCOLATION TESTS PROVE THAT THE QUALITY AND DEPTH 0 U>Z OF NATURAL SOIL 15 INADEQUATE FOR AN INSTALLATION,A FILL SYSTEM MAY BE UTILIZED,PROVIDED THE FOLLOWING SPECIFICATIONS ARE CD>Q / MET.FINAL APPROVAL OF FILL SYSTEM LL S SHALL NOT BE GRANTED UNTIL THE FI IS IN PUCE AND THE SYSTEM EVALUATED ACCORDING TO > THE ADMINISTRATIVE PROVISIONS OF THIS ORDINANCE. D- N O EWEN GEE UNIT y B. THE DESIGN AND INSTALLATION OF A PILL SYSTEM SHALL COMPLY WITH THE FOLLOWING SPECIFlCATONS: N ASTM C33 CO NCRETE SAND 1. THERE MUST BE AT LEAST TWO(2)FEET OF NATURALLY OCCURRING SOIL(THREE(3)FEET WITHIN 100 FF OF LACE GEORGE)OVER AN RECORD OF WORK DATE BY 0 IMPERVIOUS LAYER. j 2. THE MAXIMUM ALLOWABLE EXISTING NATURAL GROUND SURFACE SLOPE FOR BUILT-UP SYSTEMS SHALL BE TEN(10)PERCENT. --- q --TT-- 3. WHEN PLACING FILL ON TOP OF EXISTING GRADE ORGANIC DEBRIS,INCLUDING LEAVES,ROOM,AND OTHER PLANT'FORMS,SHAL_BE o 6" IN. { REMOVED PRIOR TO THE PLACEMENT OF THE FILL AND THE NATURAL SOIL PLOWED OR SCARIFlEO. 4, THE SOIL USED FOR FILL SHALL BE WELL GRADED LOAMY NA OR WELL GRADED LOAMY SANDY GRAVELS,AND SHOULD CONTRA A MAXIMUM OF TWELVE(12)PERCENT SILTS OR CLAYS CONTANING NO ORGANIC DEBRIS OR NO SOLID OBJECT LARGER THAN THREE(3) J 3' 6"MIN. INCHES IN DIAMETER AND THE FILL SHALL BE ALLOWED TO STABILIZE NATURALLY FOR AT LEAST SIX(6)MONTHS OR BE MECHANICALLY COMPACTED.PERC RATE IN-SIN FILL MATERIAL SHALL BE 1-5 MINUTES PER INCH. q NOTES: 4 5. SEASONAL GROUNDWATER.THIS SEPARATIONMUST BE TO ENSURE A MINIMUM THREE(3)FEET WITHIN 11XT FEETBFEEEWEEN ET OF�TREEOG BOTTOM AND MAXIMUM NIGH W 6. ONLY ABSORPTION FIELDS SHALL BE USED AS THE LEACHING FACILITY IN FILL SYSTEMS SCALE: y 1. CONTRACTOR TO PROVIDE DOCUMENTATION 7. A CHANNEL OR DIVERSION SYSTEM SHALL BE PLACED ABOUT THE FILL SYSTEM IN THE UP-SLOPE DIRECTION AND OF SUFFICIENT LENGTH FROM SAND SUPPLIER CONFIRM N.T.S. J 3'TO IMPERVIOUS STRATA,BEDROCK,DR TO DN ER SURFACE AND SHEET WATER RUNOFF AROUND THE FILL SYSTEM. O —� / SEASONAL HIGH GROUNDVATER B. THE TOP OF THE FILL OVER THE LEACHING FACILITY SHALL BE CROWNED OR SLOPED ALLOW NATURAL SURFACE RUNOFF,AND SEEDED. COMPLIANCE WITH C33 SPECIFICATION - 9. SITE SLOPES OF THE FILL SHALL BE GRADED TO A SLOPE NOT STEEPER THAN ONE(1)1)VERTICAL ON THREE(3)HORIZONTAL UNLESS SHEET TITLE: D, RETAINED BY A STONEWALL AS ORDERED BY ENGINEER i0, THE TESTS(2 MNN)RTOTOCONFRM THE COMPLIANCE OF THE FILL IDENTIFY THE SOURCE PIT THE FILL SOILS SO THAT THE SOILALL TESTING SHALL BE COMPLETED NEER CAN ANDD THEFORM IN-SRU ENGINEER SHALL ISSUETIAN WASTEWATER ti /'1_EWEN GSF CROSS SECTION LETTER OF COMPLIANCE BEFORE ANY SOIL IS BROUGHT TO THE SITE.THE PERCOLATION RATE OF THE FILL SOILS SHAD.BE IN THE 1 TO 5 DETAILS NOT TO SCALE MINUTE/INCH RANGE. IT. THE CONCRETE SAND USED IN THE INSTALLATION OF THE EWEN GEE ABSORPTION FIELDS SHALL BE DRAWN FROM A PIT THAT WILL C3 PROVIDE A LETTER CERTIFYING THAT THE SAND MEETS THE SPECIFlGRONS FOR THE REQUIRED ASRM C33 CONCRETE SANG. Z SHEET NO. We 5 3 / \,\ `` \ SCUM BAFFLE B CHAMBER Volume(gal) �'` ----- ------ w\-� o v a Sedimentation Chamber 198 � A ya� 7 D8 3 Anaerobic Filtration Chamber 198 aA 0 ECIRCULATION aAerobic Contact Filtration Chamber _ 95 �W�� a AIR LIFT PUMP ® Clarification Chamber _ 44 f LU w w' ,-DISINFECTION © Disinfection Chamber 4 z CYLINDER(OPTIONAL) -- Total Volume 540 4"INLET PIP -------- - 4"OUTLET PIPE A� 4 __ _ �A - SPECIFICATIONS 3'-7a' -- ....-.- 1 U x I © Anaerobic Media PP/PE _ W N o _ Board Type Aerobic Media PVC/PP/PE _ N Aerobic Media PP/PE_ CL N w AIR LIFTIFT PUMP FFL Blower 2.8 cfm 0 o m P INLET 6AFFL - --"-" LL Z W 3 Tank FRP a F — Piping PVC/PP/PE H W a w Access Covers Plastic/Cast Iron Z 1 s W V RECIRCULATION PIPE LOW BAFFLE �\,/4" AIR INTAKE Disinfectant(Optional) Chlorine Tablets FLOW OPENING(TYP.r (CLEANING OPENING) } Z a B OO Q PLAN VIEW � � m _ 3 18"ACCESS COVER 18"ACCESS COVER 18"ACCESS COVER ,-DISINFECTION LU a � 18"ACCESS COVER W ( YP) CYLINDER(TYP) a W o Q y xi r LOW OPENING W O y - Z o} Q�w' 7 Q O Z -1$' -BOARD TYPE CONTACT MEDIA > W Z a © to J W o o d 'zW O a 9^ 0 �z� � o �o¢ -RECIRCULATION RECORD OF WORK DATE BY o 7 ® AIRLIFT PUMP i 8 O 8'_114" O 3'_114" 3'-114 a 1,_11, O 0 ------- 0 - -- w a AEROBIC MEDIA SCALE: > -- N.T.S. 8Z° _ i AERATION ASSEMBLY SHEET TITLE: - --—- ENHANCED Z SECTION A-A VIEW SECTION B-B VIEW REATMENTDETAIL a SHEET NO. FUJI SCLLEM USA CE-5 MODULE 6 3