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HomeMy WebLinkAboutNCG551780_site plan_20230831E cz 0 0 co N O N M Io Q COPYRIGHT 0 2021 JENNIFER FERRUSI °� �I DISCHARGE SYSTEM WITH E=Z TREAT TREATMENT SYSTEM oorj,!:� II �f I II SIT ENO vALL['% STEPHENS LANE Go gle VICIN ITY M A P PROJECT No. A87101.20 5800 WILMA ST. D U RHAM, NC 27712 PIN #: 0825-02-85-1880 SCHEDULE OF DRAWINGS: C-100 COVER SHEET C-101 EXISTING SITE LAYOUT C-102 PROPOSED SITE LAYOUT C-103 GRAVITY MAIN PLAN AND PROFILE C-104 SYSTEM SCHEMATICS & MAINTENANCE SCHEDULE D-101 DETAILS 1 OF 7 D-102 DETAILS 2 OF 7 D-103 DETAILS 3 OF 7 D-104 DETAILS 4 OF 7 D-105 DETAILS 5 OF 7 D-106 DETAILS 6 OF 7 D-107 DETAILS 7 OF 7 u�rv�r:ice a. � j IT 3m Th D, Smne n, snnh a. ip Tunes de eery 9 Iln TIPFY Rd Go gle LOCATIO N MAP ►��Ltillle t++ 4 4 °z NT VMMCAMN OF I13 ACCURACY BUM IT FM ANY PURPOM RECORD DRAWING AUGUST 31, 2023 m NS ON INS IS 2 w _U) D F� rnN ~ aU W,w zz w cn� LL � a > >Q wQ' LL _ z �� a� Lu NG D UW NH a N w 0 �a C) CD � N O� Co W CV pQ m � o iy O O N N LL, M N � CA Q y N Z M J Z Z O w a J C a X LL I0: LL F- L) a F- M a ~ Z d' Lu0a-La Q z J Q� Nrn U V " o Ow W � \cl ' ro 0 0 CO N O N c� C, c 1� 1 1 1� � 100' WELL BUFFER APPROXIMATION LOCH' EXISTING 900 GAL. TANK TO BE R APPROXIMATION LOCATION OF EXISTING DRAIN LINES I OF 'RTIC I I \ I � I � I / I N N i L0 / EXISTING WATER LINE —-------- DRIVEWAY — — — — — — — — _- I• _ iJ a e 10' PROPERTY 240.3 JR SETBACK 49' 41.90"W • FLOW , i F W • 7T. � DR. PUBLIC / FLOW PATH IN STORM DITCH IN ROW DRAIN INLET ----- --- --- -- 7- --- ----- ---- - -- -- -- -- -- - - - - - - _ 4PPROPERTY SETBACK 100' WELL BUFFER O fly No as Om \� � W 0 EXIS SHED — \ EXISTING u GARAGE / I EXISTING DRIVEWAY I� W EXISTING o 0 DWELLING LEGEND BOUNDARY (PROPERTY) Ue 0 O r CONTOURS - INDEX J CONTOURS - INTERMEDIATE U Xw SUPPLY LINES LV W PROPOSED WATER LINE ADJACENT BOUNDARY RIGHT OF WAY CREEK SETBACK ------ ROAD FM FORCE MAIN cob POWER POLE x FIRE HYDRANT 0 TREE 7ms Is I IT FOR ANY PURPOSE RECORD DRAWING AUGUST 31, 2023 GRAPHIC SCALE: 1 " = 40' 0 20 40 80 120 w �N cwz N F w co 4'f ❑ W Ln W � N ku d N N O O N 04 m> m co O Q Q O O � w V N Ln N N Z wQ O� zzcnM QJ-Q>< LuWx <i Z U m 0. 0 O c� Z N a. � Lu0IL Lcno U Z J Q rn rn U U " � J Lo 2 F- W E cV 0 0 CO N O N c� C, c it I J �— EXISTING GARAGE N IO o� � EXISTING DRIVEWAY I�h� rrll. s / co I' 7 / i 7`7 PROPOSED 1.25" SCH. 80 PVCCHANGE TO 20' SECTION OF 3" SCH 40 FORCEMAIN LINE TO POINT OF DISCHARGE d ! - 46 � 240.3 / SETBACK 49' 41.9 — — / F �/ / �� • FLOW d 1 Q� DR. / / b PUBLIC PROPOSED POINT OF DISCHARGE. _ INSTALL 1/4" S.S. WIRE MESH RODENT SCREEN (OR EQUAL) �— 7 AROUND DAYLIGHT END OF PIPE AND -- SECURE WITH HOSE CLAMP. STABILIZE OUTLET AND ELEVATE WITH RIP RAP. PIPE OUTLET SHOULD BE A MINIMUM OF 6" ABOVE DRAINAGE DITCH TO / j— -- � �` ALLOW FOR SAMPLE COLLECTION. / / / �/ --- ----- ---- 10 / / 1 W / PROPOSED 2,100-GAL., 1 \\ \ RECIRC. TANK // PROPOSED 1,250 GAL. SEPTIC TANK N89' 49' 05.8 "E 249.1; ' CONNECT TO \f�_PROPERTY EXISTING 4" PVC 1 _ — SETBACK _ c PROPOSED 600 MODEL 3 E-Z TREAT POD o rlY D \ NO as O m O oIN W ) \ EXISTING 00 �, DWELLING b I .. EXISTING L— — — — — — — — — — — — — DRIVEWAY — —— UV UNIT - CONTROL PANEL EXIS. -SHED u N E DISTANCE CHART POINT 1 2 3 4 5 A tX' tX' ±37' B tX' tX' ±61' C t27' t21' ±16' ±14' D t18' t21' ±17' ±22' LEGEND BOUNDARY (PROPERTY) CONTOURS - INDEX CONTOURS - INTERMEDIATE SUPPLY LINES W PROPOSED WATER LINE ADJACENT BOUNDARY RIGHT OF WAY CREEK — — — SETBACK - — — — — - ROAD - FIA FORCE MAIN cob POWER POLE x FIRE HYDRANT 0 TREE AND 7HUS IS RECORD DRAWING AUGUST 31, 2023 GRAPHIC SCALE: 1 " = 40' 0 20 40 80 120 7 v\ �L 13069 r�rA�r S• � ��G� ��� w cn N �j cn fnc wz N F w z yQ co 4'f ❑ W U� � N Iu dcn— N N o 0 N W N_ m00 co > o a o� �y O O O O Lo w M N N N Z La a O Q Z N Q 01 JO - Vx WWx Q LL Z U m rn a�OOr7 Z N a. � �0aLd az U Q N rn � J � H .ct O CAI E 0 CO N O N C7 C, Q \ RECIRC. TANK SEPTIC TANK � 1.25 SCH. 80 PVC / U E-Z TREAT POD FORCE MAIN PLAN (STATION 0+00 - 1+22 m rn 0 0 465 464 463 462 461 460 459 458 457 456 455 454 453 452 451 450 ° LAST 20', 3" SCH. 40 PVC h \ TYP 0 2% MIN. SLOPE 0 / h ° / I PROPOSED RIPRAP AERATOR LAST 20', 3" SCH. 40 PVC TYP ft ')% FAIN CI f1PF EXISTING GRADE RECIRC. TANK 1.25" SCH. 80 PVC 0+ 5.00 0+0 0+5 .00 .00 1 +0 .00 1 +5 .0( Station PROPOSED POINT OF DISCHARGE. INSTALL 1/4" S.S. WIRE MESH RODENT SCREEN (OR EQUAL) AROUND DAYLIGHT END OF PIPE AND SECURE WITH HOSE CLAMP. STABILIZE OUTLET WITH RIP RAP. PIPE OUTLET SHOULD BE A MINIMUM OF 6" ABOVE AERATOR TO ALLOW FOR SAMPLE COLLECTION. FORCE MAIN PROFILE (STATION 0+00 - 1+41 HORIZONTAL SCALE 1 "=20' ; VERTICAL SCALE 1 "= 2' 465 464 463 462 461 460 459 458 457 456 455 454 453 452 451 450 c 0 0 a� LLJ GRAPHIC SCALE: 1 " = 20' 0 10 20 40 40 IT Iron ANY PURPOSE. RECORD DRAWING AUGUST 31, 2023 1.��,51kkII j'� ►� 00L fl F I� i ��klklk,k,Ia��3IlZ0 W HN N cn y r- W z N F W � Z y Q o = co W) ❑ W U � N W d N N 00 G N N > o ma o� ky O O W - N Ln N N Z J T Wa p� Q Z N Q J0—< W W X Q Z U mLL rn 0 C;0Z co, woOaW� aZ J� U Q < rn rn U U " � J o OW Ln H V M--1l1 W� �O O c E ro 0 rD N O N C7 C, 3 Q MAINTENANCE SCHEDULE fffm FREQUENCY TASK SEPTIC TANK 3 - 6 MONTHS CHECK FOR SOLIDS ACCUMULATION, BLOCKAGES, OR BAFFLE DAMAGE, IN/EXFILTRATION, PUMP SEPTAGE. CLEAN EFFLUENT FILTER. 12 MONTHS PUMP OUT ACCUMULATED SOLIDS IF NECESSARY. REPLACE EFFLUENT FILTER EACH TIME SEPTIC TANK IS PUMPED. RECIRCULATION TANK WEEKLY CHECK PUMPS, CONTROLS, ALARMS, FIELD DOSING TANK ELAPSED TIME METERS. 3-6 MONTHS CHECK FOR SOLIDS ACCUMULATION, IN/EXFILTRATION. 12 MONTHS PUMP OUT ACCUMULATED SOLIDS IF NECESSARY. SUPPLY LINES, FORCE MAINS 6-12 MONTHS CHECK FOR EXPOSED PIPE AND LEAKAGE. DISTRIBUTION FIELDS 2-4 WEEKS MOW VEGETATIVE COVER IF APPLICABLE. CHECK FOR EROSION, OR PONDING OF 3-6 MONTHS EFFLUENT. PUMPS, FILTER SYSTEM, MONTHLY CHECK FLOW METER READOUT AND & DISTRIBUTION PIPING COMPARE TO RECORDED FLOWS, CHECK PUMPS AND FILTER SYSTEM FOR LEAKS. QUARTERLY REMOVE FILTER COVERS AND INSPECT FOR ACCUMULATION OF DEBRIS. CHECK DIFFERENTIAL PRESSURE GAUGE BEFORE AND AFTER FLUSHING (D.P. SHOULD RETURN TO ORIGINAL OPERATING D.P.) CHECK PUMPS FOR ABNORMAL VIBRATION, TEST THE ALARM FUNCTIONS. SEMIANNUALLY ANNUALLY E-Z TREAT TREATMENT MONTHLY SYSTEM ANNUALLY ULTRAVIOLET DISINFECTION 3-6 MONTHS UNIT ANNUALLY REMOVE AND LUBRICATE 0-RINGS ON FILTER CANISTER, REPLACE IF DAMAGED, CLEAN 1-1/2" FILTER SCREEN AT HYDRAULIC UNIT. REMOVE FILTER SCREEN AND REPLACE, CLEAN USED FILTER SCREEN IN MILD ACID SOLUTION AND STORE FOR NEXT ANNUAL REPLACEMENT, FLUSH FIELD SUPPLY AND RETURN MANIFOLDS BY REMOVING (UNSCREWING) AIR/VACUUM BREAKERS. INSPECT CONTROL/ALARM PANEL, PUMPING SYSTEM EFFLUENT FILTERS/PUMP SCREENS, RECIRCULATION TANK, AND E-Z TREAT POD FILTER. (TREATMENT UNIT) CHECK AND/OR REPLACE BATTERIES IN FLOW METER. (IF APPLICABLE) WIPE (CLEAN) UV LAMPS. CHECK INTENSITY AND REPLACE LAMP WHEN REQUIRED. CHANGE BULB. — DWELLING — (10'-0" MIN. ) 1,250 GALLON SEPTIC TAN K TREATMENT SYSTEM PLAN SCHEMATIC — DWELLING — F.F.E. t463.0' (ASSUMED) FIN. GRADE t464.5' GROUND EL. t462.0' — 4" SCH. 40 VC @ 2.00% MIN. INV. EL. f459.5' EL. t460.5' (DWELLING) f459.3' 1,250 GALLON SEPTIC TAN K NOTES: 1. TANK LOCATIONS ARE NOT TO SCALE SO AS TO SHOW EACH TREATMENT ITEM. 2. ALL GRAVITY LINES SHALL BE 2% SLOPE MIN. E—Z TREAT POD FILTER 2,100 GALLO UV RECIRCULATIO TAN K HE E—Z TREAT POD FILTER INV.EL. f459.7' INV.EL. BYPASS t459.1' O INV.EL. t458.9' 2,100 GALLON RECIRCULATION TANK 4" SCH. 40 PVC TREATMENT SYSTEM PROFILE SCHEMATIC NTS FORCE MAIN GROUND — — — GRAVITY LINE FLOW DIRECTION 1.25" SCH. 80 CHANGE TO 3" SCH. 40 PVC TO DISCHARGE POINT AT AERATOR GROUND EL. t462.0' 1.25" SCH. 80 CHANGE TO 3" SCH. 40 PVC TO DISCHARGE POINT AT AERATOR THESE RECORD DRAWN HAVE BEEN PREPARED BASED UPON INFORMATION FURNISHED BY MOM WHILE THIS INFORMATION IS BELIEVED TO BE REIUABI& THE DESIGN PROFE590HAL CANNOT ASSURE 1T5 ACCURACY, AND THUS IS NOT RESPOISIBIE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMMWONS **ON MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADMSED TO OBTAIN INDEPENDENT VFAFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE RECORD DRAWING 06 Lu U Lu Wazp o Lu F- = r cn W Z U U =Qfo co U2 W 2 I- H to N cn y r- W Z N F W -i Z y Q Lu co 4I ❑ W U N W O r a N O cn 0 N O_ r.- W 00 N_ m> co o a o� O O to W r N N Z C1 J T Ld a O zzrnW �Orax W W X V Q LL Z U m m rn amOOrD Z N QI T w�0a.L to Q Z J a U U V " o OW � � H W� C� O O c� NOTES F-- — — — — — — — CLEAN OUT --�� SEPTIC FLOW FROM HOUSE / \ \ r FLEX PVC INV. IN MIN. 18" BELOW LOWEST F.F.E. WITH WATER FIXTURE ± 12" MIN. 3/4" GATE VALVE (FIELDS ADJUST TO 4 GPM FOR E-Z TR SPIN FILTER RETURN FLOW) TANK BY2DAVID BRANTLEY GALLON50 I& SONS L 1,250 ST 323 II EFFLUENT FILTER FILTER SERVICE 24"0 E-Z SET RISER W/COVER I HANDLE IFBELOWDRIVEWAYRWISE OR PA KING) LOT THEN USE ONLY H-20 TRAFFIC RATED DEVICES L — — — — — — — — — — — — — — — — — — I-L — — — — SEPTIC TANK NTS I 126" 24"0 E-Z SET RISER W/COVER (TYP. UNLESS OTHERWISE NOTED) NOTE: FIELD VERIFY PRIOR TO ORDERING RISERS GROUND EL. t462.0' Lo R Z . a TANK FLOOR . SEPTIC TANK SECTION NTS r 3/4" SCH. 40 I PVC RECIRC. LINE A 4" SCH. D-101 40 PVC r \ - I ' I ccOo (SEE D-102 FOR CONTINUATION) �r X i3/4" PVC N 1 GATE VALVE \ �/�% o 1/3 TANK LENGTH WATER TIGHT SEAL ON RISER ASSEMBLY 3/4" SCH. 40 PVC RECIRCULATION LINE FROM E-Z TREAT TEE 4" SCH. 40 PVC (SEE D-102 FOR CONTINUATION) INV. OUT 1"-2" BELOW INVERT IN CAST -A -SEAL 402 RUBBER BOOT (TYP.) —POLYLOCK PL-68 OR ENGINEERS APPROVED EQUAL 3" 1. ALL PIPING SHALL BE SCH 40 PVC UNLESS OTHERWISE NOTED ON PLANS. ALL PVC PIPES SHALL BE BURIED A MINIMUM OF 3 FEET UNLESS SHOWN OTHERWISE. 2. ALL TANKS SHALL HAVE A MINIMUM 28-DAY CONCRETE STRENGTH OF 4500 PSI. 3. TANKS SHALL MEET REINFORCING REQUIREMENTS TO ACCOMMODATE 300 POUNDS PER SQUARE FOOT. EITHER STEEL REINFORCING WIRE, REBAR OR APPROVED FIBER MAY BE USED. 4. ALL SERVICE ACCESS OPENINGS WILL BE A MINIMUM OF 24 INCHES. EXCEPTIONS MAY BE MADE ON A CASE BY CASE BASIS WITH E-Z TREAT'S PRIOR WRITTEN APPROVAL. ALL ACCESS OPENINGS SHALL BE FITTED WITH E-Z SET RISER ASSEMBLIES. SERVICE ACCESS OPENINGS FOR THE RECIRCULATION CYLINDER SHALL BE A 30-INCH OPENING AND FITTED WITH AN E-Z SET 30-INCH RISER ASSEMBLY. TRAFFIC RATED TANKS SHALL HAVE CONCRETE RISERS. 5. ALL JOINTS (TOP -SEAM) SHALL BE SEALED USING CONCRETE SEALANTS BUTYL SEALANT # CS-102 MEETING ASTM C-990. 6. TANKS SHALL BE LEAK -TESTED PRIOR TO SYSTEM START UP BY APPLYING A VACUUM OF 4-INCHES OF MERCURY WITH RISER ASSEMBLIES IN PLACE OR WITH APPROVAL BY ENGINEER, A 24-HOUR STATIC WATER TEST, IN ACCORDANCE WITH ASTM STANDARDS. 7. NON -CONCRETE TANKS SHALL NOT BE USED IN CONJUNCTION WITH THE E-Z TREAT SYSTEM WITHOUT PRIOR WRITTEN APPROVAL BY E-Z TREAT. 8. ALL PIPE PENETRATIONS THROUGH PRECAST CONCRETE TANKS SHALL BE PRESS -SEAL CAST -A -SEAL 402 RUBBER BOOTS AND GROUTED. 9. THE FILTER POD INVERT OUT SHALL BE A MINIMUM OF 6" ABOVE THE INVERT IN OF THE RECIRCULATION TANK OR 1/4-INCH PER FOOT SLOPE, WHICHEVER IS GREATER. 10. CONTRACTOR MAY USE LARGER TANKS. 11. MAXIMUM COVER OVER NON H-20 TANKS SHALL BE 30" OR AS SPECIFIED BY MANUFACTURER. 12. SYSTEM INFLUENT SAMPLE SHOULD BE TAKEN FROM INLET TEE IN SEPTIC TANK RISER 13. LENGTH, WIDTH, AND DEPTH OF TANKS WILL VARY PER MANUFACTURER. 14. MAY USE COMBINATION SEPTIC TANKS AND RECIRCULATION TANKS RATHER THAN SEPARATE IF NECESSARY OR DESIRED BY OWNER. 15. IN AREAS WITH LOW ALKALINITY WATER, INSTALL ±55 LBS. OF MARBLE ROCK (1"-3" DIAMETER) IN 24"x24" MESH BAGS. USE 1 BAG PER E-Z TREAT POD. PLACE MARBLE ABOVE "BEAD" PILLOWS. THESE RECORD DRAVANGS HAVE BEEN PREPARED BASED UPON INFORMATION FURNISHED BY OTHERS. VMILE THIS INFORMATION IS BELIEVED TO BE RELJABLE. THE DESIGN PROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS NOT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD DRAWING OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY HAVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE RELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAI INDEPENDENT VERIFICATION OF ITS ACCURACY BEFORE APPLYING IT FOR ANY PURPOSE RECORD DRAWING AUGUST 31 2023 S�►5til l! .► ,. ■ rF J ti G Q LL w 0 0 2 F_ F F_N N N y Z N- WZ VLLN H W aZ Y �Z NQ OU LL oQ 0� 2 Z CO W Q �_ _ ED 10 m = < w L)W C O~ N LU �� N N 0 m 00 Q Q !n M � O o L0 Lo L t` CDW r N ~Lo Q� N Z rn L a o Z Z -10 L) W W X S LL Z U m rn M a~OZr 0 z0 IL too Q Z J � Q V � H V Illl F+I W� O Cl TO SEPTIC TANK c 2/3 LENGTH 1/3 LENGTH — — — — — — — — — — �I — — — — — — — — �— — — — — — — — — — — — — 24"0 E-Z SET 30"0 E-Z SET 30'0 E-Z SET RISER W/COVER RISER W/COVER i RISER W/COVER ' i 12" MIN. CHECK VALVE I GTH --- -- FLEX PVC SCH. 80 PVC FULL UNIO �- ��_-\�� F- TURBINE PUMP (TYP.) I I I i I PVC GATE VALVE 1 1" SCH. 40 FLOAT TREE PVC BALL I TURBINE PUMP (TYP.) CHECK VALVE (TYP.) I I "xi" R TEE I I BYPASSNVALVE TO FIELD FROM L I DOSING �— RECIRCULATION j — — — — — — — — — — CHAMBER- — — — — — — — -CHAMBER — 160" CONTROL PANEL (LOCATED WITHIN DIRECT BURY 10-FEET OF TANKS) CABLE TO PANEL 4" SCH. 40 PVC DROP TEE (TYP.) D-102 NOTES: 1. SEE PLAN VIEW FOR ORIENTATION. 2. 2,100 GALLON PUMP TANK BY DAVID BRANTLEY & SONS 2,100 PT 346 TO DRAINFIELD E-Z TREAT RECIRCULATION/FIELD DOSING TANK PLAN NTS ZOELLER PUMP MODEL 53 11 HP 115 VOLT SINGLE PHASE 3" PVC STAND STA-RITE HIGH HEAD MULTI -STAGE SUBMERSIBLE EFFLUENT PUMP CATALOG NUMBER STEP 20 E-Z TREAT RECIRCULATION/FIELD DOSING TANK SECTION NTS SEAL- - 17069 '•.ENGIN�4'•�2e ,, �. S . • �l3ll�c Jti N Q LL O H 0 p W N 0 2 = F N N y Z N- WZ N H W Q0 02 Z NQ O LL oQ w� � Z VLu j C O~ N W N N Co m 0 a o" m O O o m L0 W) M ti O W r N � � N rn WQ O� zKa)W �O -Qx WWx�Q LL M [L ~ Z Lu d' o0a�m Q Z J Q Q o O w ul H V I'--1l1 F+I W� O a� m E 0 0 Lo w Doi Li 0 N 0 0 Q N 0 N N J (A U 0 O) i 14 EFFLUENT BYPASS VALVE BY E-Z TREAT 4" FROM FILTER POD 12" MIN. 4" SCH. 40 PVC CROSS (TYP.) — 4" SCH. 40 PVC FLOAT BALL- FLOW CONTROL WEIR WATER LEVEL PLATE 4" 90' BEND 4" TO ULTRAVIOLET DISINFECTION UNIT ALL TANKS JI REQUIRE A 6" THICK STONE BASE (TYP.) RECIRCULATION TANK SECTION NTS 4" WYE 4" 45' BEND NOTE- 1. PIPING TO BE 4" SCH. 40 PVC. 2 GRAVITY CLEANOUT D-103 NTS 30"0 E-Z SET RISER W/COVER (TYP) 3/4" BALL VALVE 3/4" UNION FLOAT TREE BRACKET NOTES* 1. ULTRAVIOLET LIGHT PURIFIER UV-102 BY E-Z TREAT. 2. PROVIDE DUAL GFI RECEPTACLE FOR UNIT AND HEAT TAPE. FIELD ROUTE 2-#12,1-#12G, IN 3/4" PVC CONDUIT TO 120 VOLT SINGLE PHASE 20 AMP BREAKER AT HOUSE. 3. ORIENTATION PER SITE REQUIREMENTS. 4. INSTALL 1/2" BALL VALVE FOR SAMPLING DOWNSTREAM OF U.V. UNIT. 5. MAY LOCATE IN RECIRCULATION TANK IF ACCESS PROVIDED. J ti CM 0 100% 4" WELL CAP 0 �LAMP BACKUP DISCONNECT WPRI RY LAMP UNION (TYP.) p M 2" 7 _ �" — 4" 17" \-4" x 2" 4" x 2" REDUCER REDUCER 1/2" BALL w VALVE = F Tn Z TOP VIEW CONTROL j N F y � > WITH ALARM Of IX U) N w Z I.- QC1 N2 �LL Z NQ OV LL 'o 2 x2 x1 2 Z W �� 2Q w REDUCING TEE z co p �I � ❑N I� W 4„ 2„ 2" 1/2" BALL 4" x 2" y VALVE REDUCER rn 30" DIA. DISCONNECT E-Z SET UNION (TYP.) RISER HEAT PAD o PRIMARY 100% LAMP - - BACKUP LAMP z - NON -CORROSIVE WASHED #57 REFLECTIVE AND STONE PROTECTIVE SLEEVE SECTION VIEW ULTRAVIOLET DISINFECTION UNIT 103 / NTS DIRECT BURY CABLE TO PANEL i - 1-1 2" PVC CHECK VALVE \ - -- 1-1/2" SCH. 40 PVC i FULL UNION (TYP.) I TO FILTER PODC LINE DENITRIFICATION RETURN LINE NTS ESE RECORD DRAWINGS HAVE BEEN PREPARED BASED PON INFORMATION FURNISHED BY OTHERS. WHILE THIS NFORMARON IS BELIEVED TO BE RELIABLE. THE DESIGN ROFESSIONAL CANNOT ASSURE ITS ACCURACY. AND THUS IS OT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD RAKING OR FOR ANY ERRORS OR OMMISSONS WHICH MAY AVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE ELYING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAI NDEPERDENT VERIFICATION OF ITS ACCURACY BEFORE PLYING IT FOR ANY PURPOSE. RECORD DRAWING AUGUST 31. 2023 �� lo — 17069 = — 0: S'.g"••FNGI�1����Al a N N 0 �� Co m m0 Q Q� M 0 O 0 W M N T N Z O Wa Ocn Z Z 0)w -1OraX W W X V Q ZU LL 000�rn aHOM Zr w�Oa Jtoo Q Z J v CD Ow m F_ u Illl F+I W� TO\ V 3 2" X 6" BOARD WITH ALUMINUM BRACKETS ATTACHED TO POD WITH 7'-3-1/2" (TYP.) S.S. SCREWS TO ASSIST WITH fn SOIL STABILIZATION (TYP. OF 4) J ~ p Q LL O W 4" CPP (SEE SITE PLAN FOR p ---j�L --- — — — OUTLET) p 3/4" CAP o p (TYP.) o p o p _ — — Lu 2 F HN Z a- p TO DAY LIGHT N N �y m Z > p o N� III Z ly QN FW Z p SPRAY NOZZLE o LL Z >- O p (TYP.) o W V) W U p o_ lL Q 0 Ix Z W p PRESSURE GAUGE 1" BALL VALVE o D-104 N W p o p � o N N CO a0000aaooa o000000000 > CO 4" SCH. 40 PVC m 00 Q u� 90' ELBOW (TYP.) m 0 1„ 4..� M � O O U" 4 M W N ra F- MUY O Fn N WQ O� z9a)W �O�VX E-Z TREAT TREATMENT UNIT PLAN a o= LL 1 ZUOD�� D-104 NTS o = O M a�-OZ� TOP OF POD 3' ALL AROUND it W O 0. LL 0 J Z Q J a SELECT BACKFILL E-Z TREAT POD FILTER SYSTEM FREE OF DEBRIS Q c FINISH 3.1 ^ 1"0 SUPPLY GRA DE 3•� Lr) F_ ���Llllll7-�(1llL1!! LL_ LINE Iv 12 I 4"0 RETURN LI E MIN. �--� \,-6" , 4" CPP PERFORATED THICK #57 STONE TUBING (SLOTTED) BEDDING (TYP.) AROUND POD (TYP.) SEE SHEET C-102 FOR INVERT OUT ESE RECORD DRAWINGS HAVE BEEN PREPARED BASED FO IATION I 31 FURNISHED BY OTHERS WHILE THIS IS BELIEVED TO BE RELIABLE, THE DESIGN JL — L E—Z TREAT TREATMENT UNIT SECTION R.SSTION ROFESSION S CANNOT ASSURE ITS ACCURACY, S AND THUS IS OT RESPONSIBLE FOR THE AC RACY OF THIN RECORD _ 17�69 A D-104 NTS RAWWNG OR FOR ANY ERRORS OR OMMISSIONS WHICH MAY AVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE PING ON THIS RECORD DOCUMENT ARE ADNSED TO OBTA �y1 •" G(` NDEPENDERIFTPIU OF ITS ACCURACY BEFORE PLYING IT li FOR ANYNYPURPOSE. s � RECORD DRAWING S ` AUGUST 31 2023 �k MA(',� ��� ''++1I1w,I.t��3/��� E v 0 C0 N O N 0 1 1 1 2 1 3 4 5 1 6 7 8 9 Branch Circuit Protection Device/Disconnect Means Field Provided - 2 X Pump Load Led Field Wiring Legend Size per manufacturing specifications for Pump/Motor 120/230 VAC 0-16A MAX 60 Hz Field Supplied Alarm/Control Source Pump Source Pump Source Pump must contain integeral Device Tag Description 120 VAC, 60Hz 120/230 VAC, 60Hz 120/230 VAC, 60Hz thermal overload protection. BALLAST BallastCB1;CB2 Circuit Breaker 2 Pole 20 A 45 In -lb Bottom Feed Bottom Feed Bottom Feed Ground Motor PE to Ground Lug CB3 Circuit Breaker 1 Pole 10 A 45 In -lb Circuit Breaker Circuit Breaker Circuit Breaker CS1 Current Switch NO 0.5-100A L1 N L1 L N L1 L N F1...F3;F8 Fuse Terminal Block F1... F3;F8 5 A Control Fuse 7 PUMP1;PUMP Customer Supplied AC Pump M1 LK PWS Power Supply 24VDC 30W N1N2 CB11 5L3 6T3 2 T2 SW2 Toggle Switch TB6 Terminal TB6 2 C 31 TB1'TB2 Double -Level Terminal Block 20A ock 30A WHT 4 3 12K 3L2 EM 2\ a PUMP1 TB3;TB4 Terminal Block 20A 32 TB5 Ter inal Block 20A CB3 ((��1)� TB4 1 2 2��1 12K 1L1 T1 1 ti PE TBS erminalBlock 20A Q TRANS1 Transformer, 24V M2 8K RED N3N4 N5N6 CB2 33 5L3 6T3 L Tz ,2 8 4/�3 BLK BLK 1z 3L2 E2T1 PUMP2 6 34 TB3 BUK 1L1 T1 1 PE F8 RED 1 2 N 1 N2 6 8 8 1 1 F1 F2 10 WHT z z S 18 6 BALLAST1 RED , s s TB1 1 2 120VAC.1 HTR1 TB5 x1 x2 R B 7 CS' 14 UV Lamp `R$D Red Blue .Bain SW2 3 .N8 .N8 .li .N8 g f 311.41 7ED HT EL 8 88 N3 24 BILK PWS 3E ND1 — L PE N Power Supply PS5R-VC24 24 VDC 30W TRANS1 24VDC.1 I OVDC.1 24 VDC.2 F3 I 208 240 Red _Orange F1 - F3, F8 Fuse must be replaced with 5 Ampere type 5mm x 20 mm fast acting 250 V max Spare fuses provided in packet ;AUTION: Nonmetallic enclosures does not provide hounding between conduit connections. Use grounding ,ushings and jumper wires. JTENTION: Les boitiers non-metalliques ne permettent ,as de mise A la terre entre les connexions de conduits. cry TB2 U27 U28 OVDC.2 V V lUtilisez des manchons de mise A la terre et des fils de liaison. UV Lamp 24VAC OVAC .—=INTRODUCTION/2 Schematic 2� ,^�ALDERON"' Industries This drawing contains proprietary information which oleortnot rtwithduplicated,terirunt, ncoor nsent. n whole or in part without prior written consent. Model DWG Numbe EZT-1 CD4Z-230-16 Quote Number Drawn By B. Nelson Page Number 1 OF3 Leading Edge Control Products Checked B B. Klabunde 11015TH ST SOUTH Notes: 1. WARNING. Electrical Shock Hazard.1 Disconnect power before servicing this product p g p A qualified service person must install and service this product according to applicable electrical and plumbing codes g p p pp p g Date 1 /19/2021 HRWLEY MN.56549 2. Install in accordance with National Electric Code, NFPA 70, Seal all boxes, fittings, and 3. Connect all grounds to a good ground. 4. Dashed lines represent field wiring - Use minimum f conduit with appropriate seal devices to prevent moisture and gasses from entering 60 deg C Copper Wire 5. Branch Circuit Protection Device/Disconnect Means enclosure. Field Provided, Revision E-Z TREAT COMBO CONTROL PANEL (1 OF 3 :NT VERIFICATION OF ITS ACCURACY BEFORE IT FOR ANY PURPOSE. RECORD DRAWING S►y11Y'I 17 0fs9 w .EhG tt�Eti r��'•�� S M ��+11111 yjI //iS Cl) Q LL O W O 0 2 w xF N N §y EllN N T 0 �> O 0 04 0 Q ` Q n m o M O O O LU M N F rn N N Z LLQ O Q Z N Q X U Q W M X x LL ZUOOI]�� aFOZ� it0 0 a LLo Qz _� Q U rn V V " o O W rn F F--i N �O 0 E v O C0 N 0 N 0 1 2 3 4 5 1 6 7 8 9 High Level Field Wiring Recirculation Drip Floats Legend High Level Secondary Timer FS7 Field Supplied Dose Enable FS3 Dose Enable FS6 Device Tag Description Redundent Off FS2 Redundent Off FS5 B1 uzzer 120V FS1 FS4 —r CR1 Relay, 120VAC, SPDT 7.1 In -lb —r —or F4... F7 use Terminal Block F4... F7 5 A Control Fuse LT1 Red Beacon 15W M1;M2 ontactor 18 A - 120V Coil 15 In -lb 15 In -lb PLC1 PLC, 141/100 TB2 2 4 6 8 10 12 14 P24VCC.1 SW1 oggle Switch SPDT TB2 rouble -Level Terminal Block 20A TB21 3 5 a8u 7 9 11 13 45 ,a F4-F7 Fuse must be replaced with 5 Ampere a2D g8G type 5mm x 20 mm fast acting 250 V max '$ 4 47 54 59 60 3 5 7 0 7 Spare fuses provided in packet PLC1 LU LU BLU BLU BLU LU BLU LU LU RED 8 8 18 18 18 8 8 8 8 18 68 BLU ,s ICOM 10 11 I 12 13 14 15 16 17 110 Ill 112 I 113 114 115 b b 74 B8U 75 24VDC IN 8U 1 MICROSmart COM Analog IN SW1 FC6A-C24R10E (N0)1 off 2 Serial Test fs=- UT R OUT R OUT R OUT JSB . . . ��rnet SERIA TOVD 24VDC TPE TCOMOT00 01 02 03 Tcomi 04 05 06 07 TCOM2 010010TI1 B8 a s s z 13N0 43 GRY 4953 58 61 NK NK NK 71 73 K PNK PNK ED RED RED RED 8 8 8 GR NK 18 18 M 1 M2 t f 1s 6 RN 8 8 is 19 18 18 8 I 14N0 L14NO 1 1 1 1 TB 16 18 20 22 6 F4 F5 F6 F7 TB2 15 1 19 21 2 2 2 2 2E 50 2 55 ED ED RED OVAL t1A 12 �14 OVDC.1 s a a 56 6z Al Al Al Al CR1 GND1 — RED RED a 18 Z1 Z2 Z3 Z4 Al Al Al 1 1 24V,A2 A2 A2 A2 M1 M2 CR1 T1 B1 79 So YEL YEL ` Zone Control Zone Flush Filter Flush 8 18 A2 A2 A2/ 2 2 120VAC.1 8Hr 8HT wHT wHT 18 a TB2 29 30 WHT �$ Dry Alarm Contacts N4 �1 Schematic 3—> ALIDERON' 111n11ustrles This drawing contains proprietary information whichmustdisclosed in whole or in part without prior written consent. or not bepart withoutprior written Model DWG NUmbe EZT-1 CD4Z-230-16 Quote Number Drawn By J. Sonnier Page Number 21 Leading Edge Control Products Checked B B. Klabunde 11015TH ST SOUTH Notes: 1. WARNING! Electrical Shock Hazard! Disconnect power before servicing this product. A qualified service person must install and service this product according to applicable electrical and plumbing codes Date 1 /19/2021 HAWLEY MN, 565a9 2. Install in accordance with National Electric Code, IN EPA 70, Seal all boxes, fittings, and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure. 3. Connect all grounds to a good ground. 4. Dashed lines represent field wiring - Use minimum 60 deg C Copper Wire 5. Branch Circuit Protection Device/Disconnect Means Field Provided. Revision E-Z TREAT COMBO CONTROL PANEL (2 OF 3 NY VERIFICATION OF ITS ACCURACY BEFORE IT FOR ANY PURPOSE RECORD DRAWING AUGUST 31. 2023 S►y1l''I 17 Ofs9 w U r��'•�� S M PG ��+11111 yjI //iS J � cfl Q iLL O W cD 0 2 Ud 2W N N §y Nn WZ N LL Z }F J_ y O= �� u� W OD (ZjW N � � N w N T 0 (D? O 0 i o m 7 ty Oi Lin O O W M N � N Z Lu- z Q O Z N Q U Lu W X2LL ZU000�� a1--OZ�! d' o O a W o Q Z J } Q rn o O W l 1�ll 1� w � �O 0 C� F-1 V O N 0 QD 0 N 2) ro V 0 a, E OD 00 Ln .E C O) N LL 0 N O OD N N (O Q J U N q- J r ti O Q W O p W 0 0 1 2 3 4 5 6 7 8 9 Legend Field Wiring Field Supplied Device Tag Description CBLI Ethernet Cable Cats GND1 I 8P Ground Bar 301n-Ib = W HMI1 HMI Display 2.2 In-Ib ~ fn U N �y Z Nti WW r N Z QU W fn� j �Z O a' yQ U LWL cD ZcD wIY QF 2 G UW 7 y 11' G N W OVDC.2 24VDC.2 �! N HM11 USB2 �a �> T O 0 00 W N GND1 HG1 G-4VT22TF-B USB1 r a a GRIN PE s PE 4 4 4 mo o - SD RD 1 RS 1 CS SG 1 SDA 1 SDB 1 RDA I R*LAN � Mr) Ur) W M N CBL1 38.2281n ORG- ORG BRN Cn N Z LLQ O In 0: QZ N X U Q W x X 2 LL Z U m SERIAL i ~ O z a a 0 0 Lao Q Z J Q U) Q1 Li o O Ln F ESE RECORD DRAWINGS HAVE BEEN PREPARED BASED PON INFORMATION FURNISHED BY OTHERS. -LE THIS INFORMATION IS BELIEVED TO BE RELIABLE, THE DESIGN ROFESSIONAL CANNOT ASSURE ITS ACCURACY, AND THUS IS OT RESPONSIBLE FOR THE ACCURACY OF THIS RECORD RAVA G OR FOR ANY ERRORS OR OMMISSONS WHICH MAY AVE BEEN INCORPORATED INTO IT AS A RESULT. THOSE ' \ V ELVING ON THIS RECORD DOCUMENT ARE ADVISED TO OBTAI NDEPENOENT VERIFICATION OF ITS ACCURACY BEFORE PPLYING IT FOR ANY PURPOSE RECORD DRAWING — AUGUST 31 2023 1w U � � 0 —2 Schematic =PRODUCTION REPORT/1 �' CA /� ALOERON ° Industries Thisdrawing contains proprietary information whichwhole uteri nsent. Model DWG Numbe EZT-1 CD4Z-230-16 Quote Number Drawn B B. Nelson Page Number Leading Edge Control Products Checked B B. Klabunde runt,usedncoor in whole or in part without prior written consent. or rtwith 3oi-3— - - 1� �F}9 = w tto 15TH ST SOUTH HAWLEY MN4 . ss5 Notes: 1. WARNING! Electrical Shock Hazard! Disconnect power before servicing this product. A qualified service person must install and service this product according to applicable electrical and plumbing codes 2. Install in accordance with National Electric Code, NFPA 70, Seal all boxes, fittings, and conduit with appropriate seal devices to prevent moisture and gasses from entering enclosure. Date 1 /19/2021 Revision 3. Connect all grounds to a good ground. 4. Dashed lines represent field wiring - Use minimum 60 deg C Copper Wire 5. Branch Circuit Protection Device/Disconnect Means Field Provided. r jr!` i .EhGti �' •[��` E-Z TREAT COMBO CONTROL PANEL 3 OF 3 err S', ` 1 �►•�/ ��''+u �a D-107 NTS IM,N�`3%!