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1.3 1.3 WASTEWATER-SEWERIAPPROVE\Hurt—Replacement-Absorption Field and ETU to Well Lane Foundation-In APA-9-26-2022 RESOLUTION APPROVING CAROLE HUNT'S APPLICATION FOR SANITARY SEWAGE DISPOSAL VARIANCES RESOLUTION NO.: 12022 INTRODUCED BY: WHO MOVED ITS ADOPTION SECONDED BY: WHEREAS, Carole Hunt (Applicant) filed an application for variances from provisions of the Town of Queensbury On-Site Sewage Disposal Ordinance, Chapter 136 to install a wastewater replacement system with the: 1. Absorption field to be located 68' from the well in lieu of the required 100' setback; 2. Absorption field to be located 3' from the property line in lieu of the required 10' setback; 3. Absorption field to be located 19' from the foundation in lieu of the required 20' setback; and 4. ETU Tank to be located 7' from the foundation in lieu of the required 10' setback; on property located at 15 Sunset Lane 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, September 26t', 2022, 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 are 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, that the Local Board of Health hereby approves the application of Carole Hunt for variances from the Sewage Disposal Ordinance to install a wastewater replacement system with the: 1. Absorption field to be located 68' from the well in lieu of the required 100' setback; 2. Absorption field to be located 3' from the property line in lieu of the required 10' setback; 3. Absorption field to be located 19' from the foundation in lieu of the required 20' setback; and 4. ETU Tank to be located 7' from the foundation in lieu of the required 10' setback; on property located at 15 Sunset Lane in the Town of Queensbury and bearing Tax Map No: 226.19- 2-6, and BE IT FURTHER, RESOLVED, that the Enhanced Treatment Unit (ETU) shall be maintained by the property owner in accordance with the manufacturer's recommendations for the life of the system, and BE IT FURTHER, RESOLVED, that the Town Board authorizes and directs the Town Clerk to forward by certified mail a certified copy of this Resolution to the Adirondack Park Agency for its review, and BE IT FURTHER, RESOLVED, that this approval Resolution shall not be effective until 30 days after such notice to the Adirondack Park Agency and shall be subject to review by the Adirondack Park Agency during such period. Duly adopted this 26t'day of September, 2022,by the following vote: AYES NOES ABSENT: On ly Use ny SEPTIC VARIANCE Office RECEIVED o' cp,0 0D Permit#: APPLICATION Permit Fee: $ QUEEZNSBUgy Totsm of eens--U'17 ULLHICS OFI:ICE F1 Invoice#:— on 742 Bay Road,Queensbury,NY 12804 P:518-761-8256 www.queensbury.net Approvals: Submittal: 1 (one) original &8 copies of the completed application package PLEASE PRINT LEGIBLY OR TYPE, PLEASE INCLUDE AN EMAIL Section 1: Contact Information: Property Owner(s): Carole Hunt Owner's Agent: Environmental Design Partnership LLP Address: 15 Sunset Lane Address:900 Route 146 Clifton Park NY 12026 Queensbury NY 12804 Phone#: 845-527-0245 Phone#:-518-371-7621 Email: Email: dmacelroy@edpllp.com,edemyer@edpilp.com Section 2: Site Information: Site Address: 15 Sunset Lane Tax ID#: 226.19-2-6 Directions to Site: From 9L turn onto Assembly Point Road,continue for+/- I mile,turn left onto Sunset Lane, 15 Sunset Lane on south side of Sunset Lane Section 3: Distance from well on property to septic system(if applicable) .68' feet Section 4: Is it possible to install a conforming septic system on this property? EJ 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? nX Yes n No If NO, please explain: Section 6: Is the proposed system to be installed under a parking area? El 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 WELL 681 REQUESTED VS THE 10W REQUIRED V-2:WASTEWATER ABSORPTION FIELD TO PROPERTY LINE 3'REQUESTED VS.THE 10'REQUIRED V-3:WASTEWATER ABSORPTION FIELD TO FOUNDATION 19'REQUESTED VS.THE 20'REQUIRED Septic Variance Application V-4:ETU TANK TO FOUNDATION 71 REQUESTED VS.THE 101 REQUIRED ^r " . Section 8: List the names, parcel addresses, and tax map numbers of all adjoining property owners. You may obtain this information from the Town Of(}UeeDsbUn/3 Assessor's Office: Ste�/hucbfamdyIrua North Name ' ' Address l6 Sunset Lane 226.16'1'1-19 Tax Map |D South Name -Scott Dubin u cI. Address llS Sunset mou Tax Map |D 228'l0'2,5 East Name Scott Dubin Address .11 Sunset Lane Tax Map |C) 226.19-2-5��dy��D�m West Name Address 23 Sunset Lane Tax Map |O 226.I9'2-8 Section 9: OWNERSTATEMENT I/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: l5 Sunset Lane . |/VVe realize that putting the well,septic tank or leaching system less than the required lOO feet from the »ouiu:»«»ll may increase the risk ofpo||ution. _ NA . � WxFR pR)'``" ' � � . . ' `��'NER� DAMGNA/��Rb: [� � SecgionlUW:NEIGHBOR OR TENANT RELEASE STATEMENT .- applicable) [/We do hereby relieve the Town of Queensbury from any liabilities on the plumbing and septic system located at: I/We realize that putting the well, septic tank or leaching system less than the required feet from the may increase the risk ofpollution. Neigh bor/Tenant--Print Name: Neighbor/Tenant-Signature: Date: Septic Variance Application Revised December 2uz1 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: IIQ�„'• Vic!! �' ��n fflSi64��Af(9 II, � •, TI , z �(�*{ 6.;.;i .V°.0 PI Fs. -lac c fCA A 'AIR w! 5f sd� "r'" _ ►r arm�r u� x T#k�cnlmn 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: Carole Hunt Designates:Environmental Design Partnership as agent regarding the Septic Variance for Hunt Residence Site Address: 15 Sunset Lane Tax Map#: 226.19-2-6 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 a discrepancy between such record and the handwritten minutes taken by the designated stenographer,the handwritten minutes shall be*deemed the official record. 1,the undersigned, have thoroughly read and understand the instructions for submission; agree to the submission requirements and completed checklist: 0 P A9, OWNER -' 11INT NAmt-., 615 i ' ,OWNER—SkGNA-TUAE: A, E: AGENT—PRINT NAME: Connor DeMyer(EDP) AGENT—SIGNATURE: CaK*wr F,>W!ye4- DATE: 9-6-22 Septic Variance Application Revised December 2021 PROPOSED WASTEWATER IMPROVEMENTS FOR THE HUNT RESIDENCE APPLICANT: / W SITE m LOCATION CAROLE HUNT04 a 15 SUNSET LANE SITE PARC0. (O N TOWN OF QUEENSBURY SITE LOCATION MAP N W scnzE:r ,z000 SITE VICINITY MAP O p m SONS:I'-Z00' LL Z W NO -ALL PROPENNES SHOWN IN WR ZONE (n (L d r Q z W E w v W F N w o > � i O V N N N c� Z N G o W d N w H � m a — 3 U) Y � w ° _ W > mw I Z w DRAWING INDEX w Z W Z a W a�0 v SHEET NO. DRAWING TITLE (1) Z W°O 1 COVER SHEET _ z°� 2 EXISTING CONDITIONS _ �o<N X 3 SITE PLAN RECORD OF WORK DATE BY 4 VARIANCE PLAN 5 WASTEWATER DETAILS — 6 ENHANCED TREATMENT DETAILS SCALE: TOWN OF QUEENSBURY N.T.S. SHEET TITLE: COVER SHEET11 0 Z SHEET NO. 1 3 SOILS ANALYSIS - TEST P1T DATA ` 1 � SOIL TEST PROBES WERE PERFORMED BY THE ENVIRONMENTAL DESIGN WELL `I S\\ N d PARTNERSHIP ON AUGUST 10,2022 \\ - W�� 7�a\ TP#1 0 - 11' ORGANIC MATERIAL/TOPSOIL/ROOTS 11 -48' RED BROWN SANDY LOAM ROCK REFUSAL®48"BELOW GRADE PT#I ASPHALT STABILIZATION RATE®5 MIN 30 SECONDS ROA EXISTING NEIGHBORING ) Z 71 I DRILLED WELL WELL ( z a o 4 pb / 5 \ c0 N IRF h "l 4 'Sh'S U W N N a = N 5 IBpOf WA N 342-._yAL NW WATER i BO,pO. IRE 0 6 N VALVE I Y LL Z W J Q d WELL LLI 4 r NO DRILLED WELL WITHIN 1 E 0 x ~ o 100' . IN LINE Wuj > ! o BUILDING FOUNDATION �' I N i a z N ' I DEC Q ILc o Wo.F�RANE I ..._.� G ,,1 BUILDING ADDITION W- NOT CONNECTED �' < �— HausE ,a ry TO FOUNDATION I HOUSE W � Q - 3'^ y a L_— j W V+ 0 = ? PORCH ~ Lu } L1 i ^ 10 Z W. THREE (3) 1,250 GALLON } HOLDING TANKS IN SERIES .� W _-_ MANHOLE W SEPTICZ F a L W AWN r 0. S = r Z W Z co Z gpC v pril 9 O ^ 0 W W U d AWI- y O" Z W 0 :3 Z E / 1 L WN 1 N >to RECORD OF WORK DATE BY FRENCH DRAIN TO BE < -- 3 RELOCATED ^ "1 BD. i 7y9 - ti I / NB tB OD•µ. 0 J IRE SCALE: O1 STONE WALK TO BE ill =20' REMOVED COTTAGE y. SHEET TITLE: MAP REFERENCES, -_ EXISTING w NO DRILLED WELL WITHIN CONDITIONS 1) Mop Entitled: "Mop or o Sr mode To,Carol,C.Hunt" 100' OF PROPERTY LINE c� Mop Do,- June 18, 2022 Prepared By: Russell E.Howard licensed Land Surveying 20 0 20 40 SHEET N0. Drawing No. #1803BJ22 GRAPHIC SCALE CH(IN FEET) 1 INCH = 20 FT. 2 � WASTEWATER SYSTEM OASIS OF DESIGN { \ E REGULAWBY AUTHQ_Rj TY TOWN OF QUEENSBURY A�`�\ \ y a x= DESIGN STANDAAR S, NEW YOAK STATE DEPARTMENT OF HEALTH(IONYCRR APPENDIX 75-A), WASTEWATER TREATMENT TREATMENT STANDARDS-INDIVIDUAL HOUSEHOLD SYSTEM WN . \\ ., W�.I\ �p 9 TO OF QUEENSBURY ORDINANCE-CHAPTER 136: SEWERS AND SEWAGE DISPOSAL- PART 1. ON-SITE SEWAGE DISPOSAL SYSTEMS m EQUALLQEFFLUENT THE PROPOSED WASTEWATER SYSTEM TO SERVE THE FIVE(5)BEDROOM RESIDENCE SHALL CONSIST OF A FUJI CLEAN USA MODE"UL CE-7 ETV, OR " J a•(� Z��. EQUAL. -EFFLUENT PUMP SYSTEM TO A SHALLOW ABSORPTION BED DESIGN. Plj_Q�IEf'T jQWRA BASED ON A FIVE(5)BEDROOM COUNT AND NYS DOH STANDARDS FOR POST 1991 WATER SAVING FIXTURES®110 GALLONS PER DAY PER / "'•�z a R=.,� BEDROOM, THE AVERAGE DAILY FLOW(ADF)/S 550 GALLONS. SHOULD HOUSEHOLD FIXTURES NOT BE OF THE'LOW FLOW TYPE MANUFACTURED SINCE 1991 THEN THE / 11J '- FIXTURES SHALL BE REPLACED AS NEEDED. THIS FLOWRA7E DOES NOT INCLUDE THE USE OF A GARBAGE GRINDER(NOR IS ONE RECOMMENDED)OR A HOT TUB/SPA. ADDITIONAL FLOWRATE MUST BE INCLUDED IN THE DESIGN SHOULD EITHER OF THESE COMPONENTS BE PART OF THE HOUSE DESIGN. cL•-LU ENHANCED]REATMFNT_Q_t T: A FUJI CLEAN USA MODEL CE-7 ETU UNIT IS SPECIFIED TO PROVIDE ENHANCED TREATMENT CAPABILITIES. THIS UNIT IS TO BE INSTALLED WELL PER MANUFACTURERS RECOMMENDATIONS AND IS SIZED FOR A 5 BEDROOM FLOWRATE AND COMPLIES WITH NSF 40 CERTIFICATION STANDARDS. THE USE OF AN ENHANCED - TREATMENT UNIT ALLOWS FOR A FIELD REDUCTION OF UP TO JOR.A UV DISINFECTION UNIT 15 ALSO PROPOSED ON THE WELL. _. Q ABSORPTION FIELQ...SY5LTEM: THE ABSORPTION SYSTEM IS DESIGNED AS A 630 SF BED CONFIGURATION DISPERSAL SYSTEM WITH FOUR(4)LATERALS AT 32 IF'EACH, 128 LF TOTAL. THE LATERALS CONSIST OF 1.5"DIA SON 40 PVC PIPE WITH J"DIA.HOLES DRILLED 0 4 FT O.C. SPACING. THE FIELD SIZE SHALL BE A. 18'X L35, RECTANGULAR SHAPE.FILL SOILS(QUEENSBURY RED DIRT)SHALL BE IMPORTED TO CREATE A SUITABLE SOIL TRANS177ON TO THE NATIVE SOIL. WASTEWATER ABSORPTION FIELD DE.4IGN _ \ °� n 'i ta' ti `---/� " c0 N CALCULATIONS: \ IRE �" m PROPOSED DRILLED WELL LOCATION CONTRACTOR TO W cy o '' PROVIDE UV DISINFECTION UNIT ON WATER SUPPLY = rn N THE PROPOSED ABSORPTION FIELD WAS DESIGNED lIv\ACCORDANCE WITH LA LINE. LOCATION TO BE FIELD LOCATED _ �— NYSOOH APPENDIX 75A AS FOLLOWS DESIGN PERCOLATION RATE;8-10 MIN/lN \ I� �B E ' __ WA V N� TOTAL BEDROOM COUNT=5 \ W'A .R i BD.pp• IRF 342-"VALt•S ii O O m DESIGN FLOW 1f0/GAL/DAY/BR \ VV 2i 110 X 5=550 GAL/DAY \ VAL I _"�-- __`_ V W Z W APPLICATION RATE=0.7 GAL/DAY/SF -. V Q) a F' REQUIRED AREA= 786 SF Q Q. REQUIRED AREA WITH 30%'REDUCTION FOR ETU=550 Sr � � I / � - " c'c D Q DESIGNED AREA 18'X 35'=630 Sr z\ ,./, "may Q y` WELL w o PRE55URIZED DISTRIBUTION NETWORK FORCE MAIN- i}"SDR FORCE MAIN W �� I I OBE 2 Z > o ELEVATION HEAD-5' R x MANIFOLD DIAMETER- 1}" O '1 No DISTRIB(ITION LATERAL 1 ORFICf SIZE-1}" - k" W v \ ORFICE SPACING -4' I ETU TANK, FUJI CLEAN USA PUMP OPERA 77NG POINT JO GPM AT 12 FT HEAD '�., Z STORY DEC —� O CE-7, OR EQUAL WVOD FRAME — ti 100' NEIGHBORING "�' I NOOSE I — WELL SETBACK --� ___ 4" PVC SDR 26/35 EFFLUENT W O1 _ SEWER 0 J"/FT MIN SLOPE 4" PVC SDR 26/35 BUILDING SEWER 0 j"/FT MIN SLOPE �L__ } U) of 0O = _ W y z \\ I 1,000 GALLON PRECAST W } 1}" PE FORCEMAIN U) CONCRETE PUMP TANK, w J, p O REFER TO DETAIL Q 8> m Z co SEPTIC W Z 1- C 0(s) MANHOLE Q Z W z LAWN W v .. �.,,�• WD 8 8 gap h 0 o v a N o W v AVTUO y O = =Z a77 A l L WN 100' NEIGHBORING a y 0 3 a WELL SETBACK c o .y6 RECORD OF WORK DATE BY . A 3 BO RETAINING WALL, --- _ � V pD �� MAX 3 Fi HIGH _ y 18' X 35' STONE ABSORPTION n\ m, Mry �p �No Tve FIELD, REFER TO DETAILS / // Op,w .. —- IRE SCALE: 1" = 20' 3 COTTAGE � SHEET TITLE: WASTEWATER PLAN a so o zo (IN FEET) 40 z SHEET N0. GRAPHIC SCALE 1 INCH = 20 FT. 3 3 VARIANCE R Z E L REQUEST: � \ o U THE PROPOSED WASTEWATER SYSTEM FOR THE HUNT RESIDENCE IS A NONCONFORMING SYSTEM WITH ©WELL `\� _. y RMM EQ RELIEF REQUIRED TO PROPERTY LINES,RELIEF REQUIRED FROM PROPOSED WELL,RELIEF \\\. O f REQUIRED FROM BUILDING FOUNDATION \\ V-C ABSORPTION BED TO WELL-68'REQUESTED VS THE 100'REQUIRED �..`����\`� V-2: ABSORPTION BED TO PROPERTY LINE(S)-I'REQUESTED VS. THE HY BED. + Q Z— V-3: ABSORPTION BED TO FOUNDATION- 19'REQUESTED VS. THE 20'REQUIRED // -� V-4: ETU TANK TO FOUNDATION- V'REQUESTED VS. THE 10'REQUIRED ., 1 FSPHALT ROq ,\ m�.,W _ ®WELL y a } aro u a !RF 3 LLI N O7 N LA /B'Oo'E WA TE N K \\ 80,Do• WATER lRF �3d2....'--VALVp,n O p[O \ VALVE VJ LL Z W vim`U, WELL '} W W 4 0 I 57' I DEC 2 STORY V-1 I WOOD FRAME I _� 0.n I BousE I q W I ° HOUSE �w— Q V2 I-V_q I w z A H/ 0 � z W ?y H 0 v I m Z % �P I SEPTIC u1 Z 00 -._ p MANHOLE Q Z W Z B LAWN W , 8 a1 W �_:0) w ry $ N U) Z F(7U 01 AVILIO y 0" Z �i Z 0 A co m N IRS 7 a r I\ ,y� RECORD OF WORK DATE BY .� m v_2 "• SCALE: 1" =20' COTTAGE SHEET TITLE: ' w VARIANCE PLAN w W 20 0 20 40 Z GRAPHIC SCALE (IN FEET) SHEET N0. 1 INCI-I = 20 FT. 3 tr WA5HEWAIER BASIS OF DESIGN 1.5'PERFORATED PIPE �\ , \ Z DESIGN FLOW: 5 BEDROOMS p ({1'DIA ORIFICE SPACED O 4 FT INTERVALS) ,` \, 5 X 110 GPD=550 GPD `\`x2 \ \ W J IO v ENHANCED 1RTREATMENT2.5'(TYP) 1 J UNIT(ENE: FUJI CLEAN USA CE--] - 1 172'FM FROM PUMP TANK ASSEMBLY: SIMPLEX EFFLUENT PUMP(GOULD MODEL 3885) PUMP TANK NOTE: \ 11ME DOSE CONTROL.PANEL(SJE RHOMBUS-IFS SERIES) -ORIFICES TO BE AT TOP OF Q4 'M E- CONTROL PANEL TO BE LOCATED INSIDE OR OUTSIDE HOUSE BASED ON PIPE OWNER PREFERENCE. / -INS T TH ORIFICE SHIELD ALL ONE ORIFICE AT PIPE \Z BOTTOM FOR DRAINING W Lu ik'DISTRIBUTION '�'-' _ABSORPTION FIELDS; THE PUMP W1LL DISCHARGE VIA A FORCE MAIN TO A ABSORPTION BED MANIFOLD Z FOR DISPERSAL.ADSORPTION FIELD WILL BE DI A BED CONFIGURATION WITH L_ E AREA L 6IA SF(18'X 35'S UN R DISTRIBUTION TO THE BED S .,...,_ Oil-/ V H YALL BE BY SMALL DIAMETER LATERALS UNDER PRESSURE Y DISTRMINEDN.LATERAL PIPING,ORIFICE SIZING AND SPACING,TO BE DETERMINED BY DESIGN ENGINEER. E%IEND 1 FT. tl0IE5; PLAN VIEW c0 N cure aua rmin Iwnac ^- — L1J N O ro a'"mlmw'"sru4iu� as LAYER OF = 0>N _ __ 24•P0.ria(FUATIG GV�FA b�. �arvem qnp ciyeyro FILTER F/BRIC II uta awn ewI ro Hbv mttnx mwatsv mm ocE vri mmo4 aura baov.•Iona a mra(omm1W HACKFlLL 12'-18• r N(Y 11'PERFORATED Of NW PIPE O O m mw m2uE rom TOP Mt 9'utl¢'r ro rs mmKTure u rtx uAa.Fintwn mug. b� 1V OF STONE LL Z 2 (3/4'TO J) D.I LLI - auazr,F.uTm ro "~- P.c mx m mxann rm ram ba mxux wms 1-1/2-DIA.) Q 0- �� LU ' ��,$�rzt� - �o�.,r�B tea. r.. .� ../i./i./i/i�/i�/i/i.i✓i�i./i/ Z X(n a MIm murtLaiTmR'°a2o - �� SECTION VIEW W a o aN.v)toac,rvrt.Elm mm .. Na t` ABSORPTION BED w W ~ NOT Tp SCALE O , a c11 V N nB2eao(� 0 N i6a1T aim�-RERYE FvfWart i/E ro L^L Z o M!A fllla,rn 2wTi 21 2'1Mlmn]f0a a.�v u➢!mm Ivaf courgSA011 FrW III v WRI N m.B m ` w� u°es°um mme uw ro onw vc. ac oAR W aaB ommria .. macaw F a 't .: •. f'.'Ir'.` twroH.va wR em"mare Q Y z F a9auwE we aTm2u aice a�`i.ms a.r�uTo�i vr'9a.°p1 yam m ca uq +.,,, � � ��2 i t I gimleRq q,pCq PFA WMrtvm2ER �G,a, 9Eo moFc I.I.I } Z amM° D.cwe- a r Txiaa�`z'4 �- W ?- a m iarnom wuK. err d'wsx+zs s s rn mama mart nraau.ro saaxvuxe a•rPm Bw.7 w.ve Q m Z .I• \_SIMPLEX PUMP PIT To Z W I NOT TO SCALE - ® � H Z W Z p, 8 EA ORIFICES SPACED �e OF ORIFICE SPACING W 1 ¢W ORIFICE ACING AT 4'O.C. TO FIRST HOLE h C3 0 y TO FIRST HOLE To0W w PRESSURE DISTRIBUTION LATERAL DETAIL 0 >Z>Do NOT TO SCALE }= 3 nOQ a u RECORD OF WORK DATE IBY 3 12 uuI u __— ____ SCALE: Z Ta'� NaF2.o.Ex rlaF _ N m6nNC aVrtE � QaTlxa a�aE � tl _ III I i II I I N.T.S. F� i- = 1=1 1� SHEET TITLE: =1 l 1 1 1 1111-III=III=E I I-III-I I "' L1=III-III WASTEWATER III=„ICI—I�I...I I 1=)(�= r.I7� i i l-wa s„m DETAILS —III— (rro ,•ma�, _ _ W a Z SHEET N0. �"1 WASTEWATER SECTION A—A 4 NOT TO SCALE 3 LY H SCUM BAFFLE B __ CHAMBER Volume(gal) \��� - \ a 2 Anaerobic aFiltr ton Chamber 278 3 _ 2-101" -- ---2�_71�� 2'_D3�� �- z\, 4 2 4 U3 Aerobic Contact Filtration Chamber 127 ECIRCULATION ®_Clarification Chamber 63 1 \z /.-_ -- --- AIR LIFT PUMP ----- - - ----- / 1Lu 4 �"' © Disinfection Chamber , z z ISINFECTION Total Volume 749 CYLINDER(OPTIONAL) 4"INLET PIP 4"OUTLET PIPE SPECIFICATIONS A� _ �4 4 � JA Anaerobic Media PP/PE 0 N a Board Type Aerobic Media PVC/PP/PE W N N Aerobic Media PP/PE _ I=— N of Blower 2.8 cfm x N W FFLUEO2 O AIR LIFT PUMP Tank FRP WO Z 2 INLET BAFFL — O Piping - PVC/PP/PIE - — - c� Q a —" Access Covers Plastic/Cast Iron z N Q -- Dis_infectant(Optional) Chlorine Tablets W LOW BAFFLE 314"AIR INTAKE W UJ o RECIRCULATION PIPE (CLEANING OPENING) B > N FLOW OPENING(TYP O U PLAN VIEW a �18"ACCESS COVER 18"ACCESS COVER- 24"ACCESS COVER ISINFECTION 24"ACCESS COVER h (TYP) (TYP) (TYP) CYLINDER(OPTIONAL) LU W Q rn _ LOW OPENINGCO Q a O 8 1'_2" OARD TYPE LU HWL _ CONTACT MEDIA Q li m z ., 2,. WL — 7 N� W HZ W Z a W g=o w C0 Z 1-0 O NOW v �Z� a ® 5'-5" �: -0 p„ = 3 F- N 4 4� 1 X O2 AIR LIFT PUMP RECORD OF WORK DATE BY.� q_28 --------- i O O 3 _ v J AEROBIC MEDIA SCALE: N.T.S. -AERATION ASSEMBLY SHEET TITLE: ENHANCED Z SECTION A-A VIEW SECTION B-B VIEW TREATMENT DETAILS 6 Z SHEET N0. l"1 FUJI SC`LEM USA CE-7 MODULE 6 3