Loading...
HomeMy WebLinkAboutWQ0031246_More Information (Received)_20230201NOTES: 1. OWNER: MARY LOU PENNY DURNEY 0 C 170 AIRPORT ROAD MANTEO, NC. 27954 O 2. ENGINEER: ANLAUF ENGINEERING, PLLC -- O 4721 W. ECKNER ST. KITTY HAWK, NC 27949 TEL.: (252)489-7143 a EMAIL: jjanlauf@gmail.com 3. APPLICANT: MARY LOU PENNY DURNEY 170 AIRPORT ROAD MANTEO, NC. 27954 Know what's below. 4. PIN NUMBER: 987008890607 5. PARCEL NUMBER: 024234070 Call before you dig. 6. PURPOSE: CONSTRUCTION OF A 3-BEDROOM SINGLE FAMILY DWELLING 7. ADDRESS: 157 AIRPORT ROAD, MANTEO, NC 27954 8. LAND PARCEL AREA: 12,800 SQ.FT. 9. RECORDED REFERENCE: D.B. 2459, PAGE 742 10. PROPERTY IS CURRENTLY LOCATED IN F.I.R.M. ZONE X, MAP NUMBER: 3720987000K, EFFECTIVE DATE 6/19/20 (SUBJECT TO CHANGE BY F.E.M.A.) 11. SITE ZONING: R-1. LOW DENSITY RESIDENTIAL 12. SEPTIC SYSTEM: PROPOSED ACTIVE: DESIGN FLOW: 3 BEDROOMS ® 120 GPD/BEDROOM =360 GPD LONG TERM APPLICATION RATE (LTAR) = 0.8 GPD/SF FOR CONVENTIONAL DRAINFIELD DISPOSAL AREA REQUIRED = 450 SQ.FT. FOUR (3) LINES 50 L.FT. EACH 9' O.C. INSTALL NEW 1,000 GALLON SEPTIC TANK REPAIR SYSTEM: REPAIR AREA - 21' X 50' 13. SURVEY DATA TAKEN FROM ELECTRONIC FILE ENTITLED "2009429-EMAIL.DWG" AS PROVIDED BY SEABOARD SURVEYING & PLANNING. 14. HOUSE DESIGN BY OTHERS. 15. LOT COVERAGE HOUSE & STAIRS.........................................2,255 SQ.FT. DRIVEWAY & SIDEWALK,,,,,,,.....909 SC FT. TOTAL 3,164 SQ.FT. PARCEL AREA = 12,800 SQ.FT. PERCENT COVERAGE = 3,164 SQ.FT./12,800 SQ.FT. X 100 = 24.71% ALLOWED COVERAGE = 30% i i NOTE: THE DATA GIVEN ON THESE PLANS IS BELIEVED TO BE ACCURATE, BUT THE ACCURACY IS NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, AND DIMENSIONS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND THE ENGINEER NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS NOTICE TO PROCEED. 1 SANITRONO HIGH CAPACITY SYSTEMS DIMENSIONAL DATA Figure 11 - S2400C& S5,000C Dimensional Data 15 1/4" [3 TI`NG mJ MOUNTING d�l I 5 Sl8" [142.88Ilf 09/32• 107.14mml MOUNTING MOUNTING HOLE TYP 4 PL. 12" [304.80mm] WIPER STROKE 52 1/8" [1323.96mm] 50" [1270.10mmJ >. 2" NPT 38 5/16" [973.14mm] INLET/OUTLET 19 5/32" SIGHT PORT -� [486.56mm] 1 PLUG i 5,21 , - [139. 7 \. L..L.. _ - • F 6 9/16" [166.67mm] DRAIN PLUG WIPER LOCK -- 16" [406.40mm] 1 50" [1270.10mm] MIN. CLEARANCE LAMP/QUARTZ SLEEVE REMOVAL SANITRONI% S2400C 52 1/8" [1323.96mm] TYP. 38 5/16" [973.14mm] TYP. I 10 3/8" 17" [263.53mm] TYP. [430.20m1m] TYP. R l 15" [380.42mm] TYP. SANITRON11 S5,000C 2 - SANITRON'% S2400C, IN SERIES. INTERCONNECT PIPING SUPPLIED. 18 Filet wdh 1 "0 ChemJeed • Upflow Filter Sweep Elbow rnmed UP \ l II pp \ II Inler with Sweep Elbow (Yarned (/Pl P'r4 Litre ra Pre-Anone pp II _ 1-7-fAasembly + Poirshing Chamber UPflow FPump Float A.-ssNy r' ilter • nischarge PumP, I * PoG.eh;rrg P",nP.+ `} �• yq :.J, r. AX-Max 17542 3 Sta,e Unit Planview .1'a.Jr. 1" J'-U" AX-MAX Unit Sheet Title AX-MAX Plan Drawn By' Dater ,Barry 4/28/22 Iteteasea by, Dotel Sheet Name WW1 C FOVfF (AUP 13 K10 XWOL FAWI.) Orenc Oreneo Systems" Incorporated 51de View Orenca systems. Inc. This submittal Drawing is CONFIDENTIAL and is provided for the sale purpose of ens u nag Customer DPp-1.faCuslomery not use thisna b illol g any otfl purpose. and may nat disctase it to third parties or replicate in any way praduds embodied herein. 1 L0hr01C1d7 ( WIMP t0 U NTFC, FIWL) NJOJJL 1Tfm W QE:WCN. FE;V Itm to romp (w�nt�Crx rcccurFa aMr_a W", Alva ( WV to CONIFO. PMEL) �'�bXSfi Mf%E? 13AiIN F�Fsra.rr nwr C}EMyit FF;V 1IL'E Project: Above Ground Drawn By: CSJ Scale: 1y16'=I' I Liquid Chemical Feed Unit (Reviewed By: NTB Sheet: I OF I Description: Details File Name: LCF oC.awa Rev: 1.0 I Date: 41BI2019 C Z v 3 v Se Z � V z W \J L C-4 z LU 04 ort 04 g o � W a' ?b�2 0 Q_C Q� z'- U ti �o �N cy �2cQ H U } �dR Q3 a s 0 ct UA -i C4 O Ct c- rxz (DE �WLd W i�4-00- LLI12 Z O O =TU 1'WrGZ�p'aU CAW W�QpjOyZ� 00 =�=oWCWr- Uz a4C Ctng a cri 0- W S Q 0 O z Q Z J O Q U z ~ � z A4 z 1.4 U All Z w O Ell Z U A0 U (~j Z 3 A O O S U O � O Ell Ww Z z w 0 w COMMISSION NO. P1501 DESIGNED BY JJA DRAWN BY JJA CHECKED BY JJA ISSUE DATE 6/22/22 , SHEET NO. 1 DRAWING FILE: AX-MAX UNIT.DWG PLOT SCALE: 1"=20' 'OF 3 SHEETS, i i APPROXIMATE LIMITS OF EXISTING CONCRETE SLAB CONCRETE SLAB Wmnt 0 N X 5 z m r� N Z ( n " v = m Zo 0 m =r O D a!O zv c� Oz N co D v al z Vent Fan Assembly f! 2" SCH 80 PVC DISCHARGE FROM AX—MAX UNIT TO UV 2" Outlet (ALL ABOVE GROUND ` PIPE TO BE WRAPPED IN INSULATION AND HEAT TAPE) pro * Polishing Chamber Float Assembly / l Splice Box (typ.) l DRAWING FILE: AX—MAX UNIT.DWG PLOT SCALE: 1 "=20' 10 01 �.................. ............................... r� W \\— CONCRETE SLAB * Anoxic Pun * Recirc. — Float Assembly 1"0 Line to Pre —Anoxic CARBON FEED SYSTEM AX-Max 175-42 (PHASE 3) 3 Stake Unit Plan View N.T.S. 01 AX-Max 175-4T(P ASE 2) 3 S 4ae Unit Plate w N. T. S. 42.00' • • • • • • • e • e U 1" SCH 80 PVC ANOXIC RETURN LINE (ALL ABOVE GROUND PIPE TO BE WRAPPED 1"0 Chemfeed IN INSULATION AND HEAT TAPE) Inlet with Sweep Elbow (Turned UP) AX-Max 175-42 3 Stage Unit Planview N. T.S. CONCRETE SLAB e —1111110- CHEMICAL FEED TUBE PERSTALTIC PUMP MIXER MOTOR 36X36 MIXER BASIN CONCRETE SLAB ACCESS PORT 56hA8lS i . _ \ '. PROXIMATE LIMITS OF EXISTING CONCRETE SLAB n o� o) o Know what's below. Call before you dig. EXISTING 30,000 GALLON FLOW EQUALIZATION TANK N. T.S. EXISTING 35 GPM EQUALIZATION PUMPS (2) CONCRETE SLAB 2" THREADED PVC UNION (2 REQ'D) 2" SCH 80 PVC 90' F ITTING (TYP 2" SCH 80 PVC 90• FITTING (TY� — — I 2" SCH 80 PVC FORCEMAINS TO ORENCO AX—MAX UNIT (ALL .� EXPOSED PIPE TO BE WRAPPED WITH INSULATION AND HEAT TAPE) 2" SCH 80 O PVC TEE O m FITTING (TYP) X m 2" SPEARS HEAVY m ^? BODIED GATE VALVE v � 15. S ��� r (2 REQ'D) o� m� 0 A om z0 (nA cm Z D O O Z D D X ZI v3 D = X m, D � z �> r 2"0 Inlet 3"0 Air Inlet 3.00' AKALINITY FEED SYSTEM r V ti TO POWER (WIRED BACK TO CONTROL PANEL) FLOAT CHORD (WIRED TO CONTROL PANEL) Now - CHECK VALVE 2' (2 REQ'D) ON VERTICAL 1" SCH 80 PVC 90' FITTING (TYP) 1" SCH 80 PVC 90' FITTING (TYP) Z D Z r U) U)m = >m00 o CONCRETE SLAB z 0 -aD O O z C D ozz sox D � n m m �0;a �mz r m v m v 1" SCH 80 PVC 90• FITTING (TYP) 1" SCH 80 PVC ANOXIC RETURN LINE (ALL ABOVE GROUND PIPE TO BE WRAPPED IN INSULATION AND HEAT TAPE) U Z v 3 � Y ux Z � V z W \J L � N d Uj a2 U s o O Jp 00 Z = U — U , LUL y =:o0� N: Q �'.vo, ""d.,.,,,, Gj�v,�. �tiZ Q3 wa O dcn�� WrXW�zQ :,t, ��NZ lJlu �LUW�iRV.Cia 2 Z O O CS: �W�GZ70'aU U2 as R ai g WS COMMISSION NO. P1501 DESIGNED BY JJA DRAWN BY JJA CHECKED BY JJA ISSUE DATE 6/22/22 , NOTE: SHEET NO. THE DATA GIVEN ON THESE PLANS IS BELIEVED TO BE ACCURATE, BUT THE ACCURACY IS NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, AND DIMENSIONS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND THE ENGINEER NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS NOTICE TO PROCEED. ,OF 3 SHEETS, r-1 01 NOTE: THE DATA GIVEN ON THESE PLANS IS BELIEVED TO BE ACCURATE, BUT THE ACCURACY IS NOT GUARANTEED. THE CONTRACTOR IS RESPONSIBLE FOR VERIFYING ALL LEVELS, LOCATIONS, TYPES, AND DIMENSIONS OF THE EXISTING UTILITIES PRIOR TO CONSTRUCTION. IF A DISCREPANCY IS FOUND, WORK SHALL CEASE AND THE ENGINEER NOTIFIED. WORK MAY CONTINUE UPON ENGINEERS NOTICE TO PROCEED. , o 0 0 Know what's below. Call before you dig. 2-2:" v1 r c� ONCE THE 2" r x n a a > DISCHARGE PIPE x CLEARS THE EXISTING Z0 m o SLAB INSTALL THE rA* _ oA PIPE UNDERGRAOUND WITH 36" COVER. x�58o z >v�= �,z� vm-0m m o �ozI m O � c -a c m v z o 00 rn oNx mzN - Z U1 " v x D rn z� _ Z^2N A xa r r V l D D Z O A = Z 0 -n A 0 mr Z0 r-0 v 0 r rm v f g ma v � 0 ox �,z� v m p m room N rnn K O r O C Z m v z o !911 EDGE OF EXISTING CONCRETE SLAB FUTURE UV UNITS CONCRETE SLAB UV UNIT CONTROLS 4.17' lII — •— I �— AREA TO BE FREE AND CLEAR FOR BULB REMOVAL CLEANING o I11i 12.00' I� SANITRON HIGH CAPACITY UV SYSTEM (2) SANITRON S2400C IN SERIES CONCRETE SLAB APPROXIMATE LIMITS OF EXISTING CONCRETE SLAB co < v N m �oQx M Z N � a v0M Z 0 2 r O D A O z0 0 0 z ao rn cW v z 0 Vent Fan Assembly 2" SCH 80 PVC( -- DISCHARGE FROM AX—MAX UNIT TO UV 2" Outlet (ALL ABOVE GROUND PIPE TO BE WRAPPED IN INSULATION AND HEAT TAPE) Dow- * Polishing Chamber Float Assembly / Splice Box (typ.) J \—* Polishing Pumps * Discharge Pumps CONCRETE SLAB • • • • w}!"------------------------------- CONCRETE SLAB ---------- Max 175-42 (PHASE 3) 3 Stake Unit Plan View N.T.S. AX-Max 175-42 (PHASE 2) 3 Stage Unit Plan View N.T.S. * Recirc. Pumps • * — -•--• - -- 1" SCH 80 PVC ANOXIC RETURN LINE * Upflow Filter Pump —• (ALL ABOVE GROUND PIPE TO BE WRAPPED * 1"0 Chemfeed IN INSULATION AND HEAT TAPE) Upflow Filter Inlet with Float Assembly Sweep Elbow (Turned UP) 1"0 Chemfeed Inlet with O Sweep Elbow (Turned UP) „ AX-Max 175-42 CARBON FEED SYSTEM 3 Stage Unit Planview N. T• S. CONCRETE SLAB U 2 v 3 � Y � Z V z W CIO L N ac r o w �•�'� �P ..,, �'� �'�. z �� Q Or -jo ° Q ; Q 00 z' U U N v,CS' Gj�e.`',' U o:UZ Q3 a cL 0 u_ � Na J = Z S2 CONCIR ��N �Z Uj CA � lJlu �WW�u-0a 2 Z O O =TU �W�GZ70'aU "W U- =�=oWCaW� 00 Cc U2 �QCWonu CHEMICAL 'COMMISSION NO. P1501 PERST DESIGNED BY JJA Mi DRAWN BY JJA CHECKED BY 36X36 1�. JJA ISSUE DATE A` , 6/22/22 , SHEET NO. 3 DRAWING FILE: AX—MAX UNIT.DWG PLOT SCALE: 1 "=20' ,OF 3 SHEETS,