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Home My WebLink Aboutlogged005O W DEI.2 0 2017 C , - j JEFFERSON COUNTY DCD 1Oit' 12 1 T. H. ' 1 7 _ 10� � 70' Iil'I _ T. H. I 110, iiiii. * 34' MOUND OF DIRT TO BE I l REMOVED TO 135' II ELEVATION. 1fi J i i i i i w 17 l '01 C 1 InI E l ------- - 111' GENERAL INFORMA TION APPLICANT: JEFFERSON TRANSIT I 1615 W SIMS WAY PORT TOWNSEND, WA 98368 CONTACT. TAMI RUPERT 360-385-3020 I I DESIGNER: WILLIAM PARNELL PARNELL ENGINEERING, LLC 10623 HUNTERS LN. S.E. OLYMPIA, WA. 98513 360-491-3243 I v 21 10'� 7 S 88'13'42" E 817.75 56' PROPOSED JTA ADMINISTRATION, OPERATIONS & MAINTENANCE BUILDING 1 ' MINIMUM - - 167' SITE ADDRESS: - - - FOUR CORNERS & STATE ROUTE 20 PORT TOWNSEND, WA 98368 SCALE: I"=30 FEET T.P.N. : 001332009 O 15 30 60 I 1 JCEH PERMIT NUMBER: II PP 1 Y WA TER SUPPLY.• JEFFERSON COUNTY, PUD MATCH LINE SHEET 2 i FUELING STATION i I � I I r 13 1 I L 111 i TCF I,A r c h i t e c t u r P.251572.399: F.253.572.144! 902 North SecondStree Tacoma, Washington9840: . W.tcfarchitocmw.con TCF Archiweu., rw U W n N F O W cD z w � I Do I SEPTIC SYSTEM NOTES I I I I JEFFERSON COUNTY DCD 1Oit' 12 1 T. H. ' 1 7 _ 10� � 70' Iil'I _ T. H. I 110, iiiii. * 34' MOUND OF DIRT TO BE I l REMOVED TO 135' II ELEVATION. 1fi J i i i i i w 17 l '01 C 1 InI E l ------- - 111' GENERAL INFORMA TION APPLICANT: JEFFERSON TRANSIT I 1615 W SIMS WAY PORT TOWNSEND, WA 98368 CONTACT. TAMI RUPERT 360-385-3020 I I DESIGNER: WILLIAM PARNELL PARNELL ENGINEERING, LLC 10623 HUNTERS LN. S.E. OLYMPIA, WA. 98513 360-491-3243 I v 21 10'� 7 S 88'13'42" E 817.75 56' PROPOSED JTA ADMINISTRATION, OPERATIONS & MAINTENANCE BUILDING 1 ' MINIMUM - - 167' SITE ADDRESS: - - - FOUR CORNERS & STATE ROUTE 20 PORT TOWNSEND, WA 98368 SCALE: I"=30 FEET T.P.N. : 001332009 O 15 30 60 I 1 JCEH PERMIT NUMBER: II PP 1 Y WA TER SUPPLY.• JEFFERSON COUNTY, PUD MATCH LINE SHEET 2 i FUELING STATION i I � I I r 13 1 I L 111 i TCF I,A r c h i t e c t u r P.251572.399: F.253.572.144! 902 North SecondStree Tacoma, Washington9840: . W.tcfarchitocmw.con TCF Archiweu., rw U W n N F O W cD z w VICINITY MAP W NTS nW � SEPTIC SYSTEM NOTES � L� (i 4"0 PVC ASTM 3034 STUB—OUT AND CLEAN—OUT IF AGENCY SET SET RIM @ FINISHED GRADE. STUB—OUT (D IE = 133.5 4"0 PVC ASTM 3034 TIGHTLINE @ MIN. Rojea Y/! JEFFERSON TRANSIT S = 0.02 FT./FT AUTHORITY 3 1500 GAL. STEP TANK, SOUND PLACEMENT SERVICES, 2 CHAMBER WATERTIGHT CONCRETE SEPTIC TANK WIAPPROVED EFFLUENT FILTER(SEE SEPTIC TANK DETAIL) (4 } 1800P GAL. SOUND PLACEMENT SERVICES 63 OUR CORNERS RD PORT TOWNSEND. WASH14GTON 98368 1 CHAMBER WATERTIGHT CONCRETE Pmjed Numbers PUMP CHAMBER. 2013-006 (SEE PUMP CHAMBER DETAIL) 65' LF 1.5"0 CLASS 200 FORCEMAIN 0713 ems' loo%sl 110413 100%DI 112513 30%CI 6 8 LINEAL OF 1.5'� CLASS 200 MANIFOLD 123013 AGENCYBE 10' X 31' SAND LINED BED (SEE BED DETAIL) RESERVE AREA W... p SOIL TEST PIT (4 EACH) v 1D JEFFERSON COUNTY TRANSIT AUTHORITY r BUILDING. PROPOSED F.F. ELEV = 137.0 11 PROPOSED ENTRANCE DRIVEWAY/ PARKING 12 T.B.M.: 2" X 2" HUB ELEV.=135.00 ASSUMED SMeI Td! SPROPOSED POWER LINESEPTIC DESIGN 14 PROPOSED WATER SERVICE LINE SPROPOSED WATER MAIN SERVICE 16 BUILDING ENVELOPE LIMITS ENCOMPASSES THAT AREA OUTSIDE OF AND PROPERLY SETBACK FROM: a. THE SEPTIC DRAINFIELD AND RESERVE AREAS SM lNumber 17 b. ALL PROPERTY LINES AND EASEMENTS NO WELLS LOCATED WITHIN 100' OF — PROPERTY LINES 1B OSI AUTOMATIC DISTRIBUTION ASSEMBLY 1 a4 ;�;,"° ,w (SEE BED DETAIL)M�^, a, JEFFERSON COUNTY DCD UAD VICINITY MAP NTS TA rchitecture P.253.572.3993 F.253.572.1445 902 North SecondStreet Tacoma, Washington98403 aWW.tcEarchitecture.com TCFArchllectum — TI C SYSTEM N 0 TES MATCH LINE SHEET 1 4"0 PVC ASTM 3034 STUB -OUT -' AND CLEAN-OUT —I SET RIM @ FINISHED GRADE. STUB -OUT P.oiearie JEFFERSON TRANSIT 4"0 PVC ASTM 3034 TIGHTLINE @ MIN. AUTHORITY S = 0.02 FT. /FT. (D 1500 GAL. STEP TANK, SOUND PLACEMENT SERVICES, 2 CHAMBER WATERTIGHT CONCRETE SEPTIC TANK WIAPPROVED EFFLUENT FIL nI�v 4 1800P GAL. SOUND PLACEMENT SERVICES 63 FOUR CORNERS RD PORT FOWNS@ND. WASHINGTON 48368 1 CHAMBER WATERTIGHT CONCRETE PUMP CHAMBER. 2013-006 (SEE PUMP CHAMBER DETAIL) 65' LF 1.5"0 CLASS 200 FORCEMAIN W.&A0,6 Delos 110413 iw%DD �Ico 112513 30% CD 120913 60% CD 6 8 LINEAL OF 1.5'� CLASS 200 MANIFOLD 123013 AGENCYSET 10' X 31' SAND LINED BED I I FUTURE PARKING I GENERAL INFORMATION APPLICANT.- � � f JEFFERSON TRANSIT _ _ 1615 W SIMS WAY PORT TOWNSEND, WA 98368 _ CONTACT. TAMI RUPERT 360-•385-3020 DESIGNER: WILLIAM PARNELL PARNELL ENGINEERING, LLC 10623 HUNTERS LN. S.E. I I I I I I I I I OLYMPIA, WA. 98513 SITE ADDRESS: FOUR CORNERS & STATE ROUTE 20 PORT TOWNSEND, WA 98368 I T.P.N.: I 001332009 — JCEH PERMIT NUMBER: — SCALE: 1"=30 FEET I I WATER SUPPLY. I `` JEFFERSON COUNTY, PUD 0 15 30 60 I I 1 JEFFERSON COUNTY DCD UAD VICINITY MAP NTS TA rchitecture P.253.572.3993 F.253.572.1445 902 North SecondStreet Tacoma, Washington98403 aWW.tcEarchitecture.com TCFArchllectum — TI C SYSTEM N 0 TES �—�SEP (1 } 4"0 PVC ASTM 3034 STUB -OUT -' AND CLEAN-OUT =L�A�GENCYET SET RIM @ FINISHED GRADE. STUB -OUT IE = 133.5 P.oiearie JEFFERSON TRANSIT 4"0 PVC ASTM 3034 TIGHTLINE @ MIN. AUTHORITY S = 0.02 FT. /FT. (D 1500 GAL. STEP TANK, SOUND PLACEMENT SERVICES, 2 CHAMBER WATERTIGHT CONCRETE SEPTIC TANK WIAPPROVED EFFLUENT FIL TER(SEE SEPTIC TANK DETAIL) 4 1800P GAL. SOUND PLACEMENT SERVICES 63 FOUR CORNERS RD PORT FOWNS@ND. WASHINGTON 48368 1 CHAMBER WATERTIGHT CONCRETE PUMP CHAMBER. 2013-006 (SEE PUMP CHAMBER DETAIL) 65' LF 1.5"0 CLASS 200 FORCEMAIN W.&A0,6 Delos 110413 iw%DD 112513 30% CD 120913 60% CD 6 8 LINEAL OF 1.5'� CLASS 200 MANIFOLD 123013 AGENCYSET 10' X 31' SAND LINED BED (SEE BED DETAIL) RESERVE AREA SOIL TEST PIT (4 EACH) 10 JEFFERSON COUNTY TRANSIT AUTHORITY BUILDING. PROPOSED F.F. ELEV = 137.0 11 PROPOSED ENTRANCE DRIVEWAY/ PARKING 12 T.B.M.: 2" X 2" HUB ELEV. =135.00 ASSUMED 13 PROPOSED POWER LINE 14 PROPOSED WATER SERVICE LINE 15 PROPOSED WATER MAIN SERVICE 16 BUILDING ENVELOPE LIMITS ENCOMPASSES THAT AREA OUTSIDE OF AND PROPERLY SETBACK FROM: a. THE SEPTIC DRAINFIELD AND RESERVE AREAS b. ALL PROPERTY LINES AND EASEMENTS 17 NO WELLS LOCATED WITHIN 100' OF PROPERTY LINES 18 OSI AUTOMATIC DISTRIBUTION ASSEMBLY (SEE BED DETAIL) sheet I'M SEPTIC DESIGN .,a�.o .n"F. M�PMa.s asou s, �r GENERAL CONSTRUCTION NOTES THE CONTRACTOR SHALL BE CERTIFIED AND APPROVED BY THE COUNTY TO INSTALL SEPTIC SYSTEMS. ALL REQUIRED TESTS SHALL BE SUCCESSFULLY RUN PRIOR TO CALLING THE DESIGN ENGINEER FOR FINAL INSPECTION. IT SHALL BE THE INSTALLERS RESPONSIBILITY TO HAVE A COPY OF THIS DESIGN ON-SITE AT ALL TIMES DURING CONSTRUCTION. ANY VARIATIONS TO THIS DESIGN SHALL FIRST BE APPROVED BY THE DESIGN ENGINEER AND THEN THE COUNTY HEALTH DEPARTMENT. IT SHALL BE THE OWNERS AND/0R INSTALLER'S RESPONSIBILITY TO NOTIFY THE DESIGN ENGINEER AND COUNTY HEALTH DEPARTMENT FOR THE REQUIRED INSPECTIONS. OWNER/INSTALLER SHALL NOT REMOVE ANY TOPSOIL WHILE REMOVING TREES AND STUMPS IN DRAINFIELD AREA. REMOVAL OF TOPSOIL COULD RENDER SITE UNUSABLE. CONTRACTORS SHALL MAINTAIN A TEN(10) FOOT MINIMUM HORIZONTAL SEPARATION BETWEEN ANY WATER MAINS AND ALL SEPTIC SYSTEM COMPONENTS UNLESS OTHERWISE SPECIFIED. THE CONTRACTOR SHALL FIELD VERIFY ALL CONTOURS, STUB OUT ELEVATIONS, AND TRENCH DEPTHS IN DRAINFIELD AREAS PRIOR TO CONSTRUCTION. EXISTING UTILITIES SHOWN ON THE PLANS HAVE BEEN PLOTTED FROM THE BEST INFORMATION AVAILABLE TO THE ENGINEER. ACCURACY AND COMPLETENESS ARE NOT GUARANTEED. IT SHALL BE THE CONTRACTORS RESPONSIBILITY TO LOCATE OR HAVE LOCATED ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING CONSTRUCTION. ALL SEPTIC TANKS AND PUMP TANKS MUST HAVE INSPECTION ACCESS AT FINISHED GRADE 1"0 LATERAL CLASS PVC PIPE WITH 3/1 ® 9: 00 1.5"0 CLASS MANIFOLD 1.5"x 1" TEE ORGANIC HOUSING, SET ABC OR EQUAL TO INVERT OF LATERAL. FLOW CONTROL TO BE SET FOR A MINIMUM 7F 60" RESIDUAL HEAD. NO OAXIMUM LIMITATIONS ON RESIDUAL HEAD. ORIFICES IE=132.75 2"1 36" 1 36" 6"0 PERF. PVC MONITORING PIPE WRAPPED WITH AN APPROVED GEOTEXPLE (TYPICAL 6 PLACES) ORIGINAL GRADE ---\ SANDY LOAM BACKFILL MATERIAL THREADED END CAPS (6 EACH) 150 TOTAL LINEAL FEET OF 1" PVC CLASS 200 LATERAL PIPE iM TH 3/16" ORIFICES 0 9:00, SPACED 36" O.C.; INSTALLED IN A 10' X 31' GRAVEL BED, INSTALLED ON A 10' X 31' ASTM C-33 SAND BED. DRAINFIELD PIPING DETAIL CLASS 200 PVC (TYPICAL) N.T.S. 6" 0 PERF PVC MONITORING PORT THREADED END CAP REBAR ANCHOR OR EQUAL 12 -(TIP) " 0 CLASS 200 LATERAL PIPE TYPICAL 31' SANQ LINED BED PIPING DETAIL NTS 6"0 PVC CAP MAY BE INS TALf.F.P UNDERGROUND IF LOCATING TAPE IS WRAPPED AROUND PIPE FOR FUTURE LOCATING APPROVED GEOTEXTILE i r' ii A f/.a111'df �r=.=i x h WASHED NOTE: DRAINROCK BOTTOM OF BED MUST PENE TRATE BEL) DETAIL A MINIMUM OF 6' INTO TYPICAL TYPE 1 SAND AND GRAVEL N. T. S. ASTM C-33 SAND NOTE: ALL SEPTIC TANKS TO BE TRAFFIC BEARING IF COVER IS GREATER THAN 36". NO FLOOR DRAINS OR GARBAGE DISPOSAL TO BE CONNECTED TO SYSTEM. 0 6 8 TYP. 10 0 -� FINISH rRAJDF L' TO EMERGEN FROM SEWAGE I I HIGH WA N STORAGE SOURCE u IE -133 1 ALARM IE=133.4 ON FLOAT 17" IE=133.0 OFF FLOAT 1, g" APPROVED EFFLUENTi�CG 1 FIL TER !1:\ 1/16TH/'//i SOUND PLACEMEMT SERVICES 1500 GALLON SOUND PLACEMENT SERVICES 1800P WATER TIGHT SEPTIC TANK WATER TIGHT PUMP CHAMBER SEPTIC TANK & PUMP CHAMBER DETAIL N Ts 9-- 0 SEWAGE PUMP - HYDROMATIC SP -50 OR EQUAL SET ON 4" x 16" CONCRETE BLOCK � 8 JUNCTION BOX ("ORENCO" WATERPROOF) �3 1.5"0 THREADED UNION 4 1.5" CLASS 200 PVC DELIVERY PIPE 5 1.5"0 CHECK VALVE 10 6 CORD TO POWER SOURCE IN ALARM PANEL ON POST OR BLDG. 11 MERCURY FLOAT SWITCHES - ATTACH TO SECURED PVC PIPE rsa & SET FOR PUMP CYCLE WATERTIGHT 24" "ORENCO" RIBBED PVC PIPE RISER WITH GAS TIGHT LID CD 1800P GAL. WATERTIGHT PUMP CHAMBER WITH A WATERTIGHT RISER C= & LID. IF DIFFERENT PUMP CHAMBER OR PUMP IS USED, c� THE MERCURY FLOAT SWITCH SETTING MAY CHANGE. :.j DOSE VOLUME = 62 GALLONS ± Lu "ORENCO" CONTROL/ALARM PANEL WITH DOSE CYCLE COUNTER & HOL%_0 ITER MVP-SI-PTRO TIMER SETTING: PUMP ON: 2.2 MIN. - PUMP OFF. • 2.4 HR. ANTI -SIPHON HOLE OR DEVICE IF LATERAL IE IS LESS THAN PUMP ELEVATION. SOIL LOGS (12/12/13) #1 0"-5" IOYR3/2 SILT LOAM -MODERATE SUBANGULAR BLOCKY, COARSE FRAGMENTS <17 -TYPE 5 5"-12" 10YR5/2 SILTY CLAY LOAM, STRONG SUBANGULAR BLOCKY, COARSE FRAGMENTS <17—TYPE 5 12"-33" 10YR5/3 SILTY CLAY LOAM, STRONG SUBANGULAR BLOCKY, COARSE FRAGMENTS <17,TYPE 5 33"-43" 10YR5/ FINE -VERY FINE SAND, SINGLE GRAINED, COARSE FRAGMENTS <19 DENSE -TYPE 5 43"-60" 1OYR46 VERY GRAVELLY COARSE SAND, SINGLE GRAINED CDAR E FRAGMENTS <55,% DENSE -TYPE 1 60"-100" 10YR5/2 EXTREMELY GRAVELLY COARSE SAND, SINGLE GRAINED, COARSE FRAGMENTS <807 -TYPE 1 NO RESTRICTIVE HORIZONS, FINE ROOTS TO 43" #2 0"-5" IOYR3/2 SILT LOAM -MODERATE SUBANGULAR BLOCKY, COARSE FRAGMENTS <17 -TYPE 5 5"-11" IOYR5/2 SILTY CLAY LOAM, STRONG SUBANGULAR BLOCKY, COARSE FRAGMENTS <17,TYPE 5 11"-33" IOYR5/3 SILTY CLAY LOAM, STRONG SUBANGULAR BLOCKY, COARSE FRAGMENTS <17 -TYPE 5 33"-47" 10YR5/2 VERY GRAVELLY COARSE SAND, SINGLE GRAINED, COARSE FRAGMENTS <l w, DENSE -TYPE 1 47"-96" IOYR4/6 EXTREMELY GRAVELLY COARSE SAND,SINGLE GRAINED, COARSE FRAGMENTS <75% -TYPE I NO RESTRICTIVE HORIZONS, FINE ROOTS TO 47" #3 0"-5" 10YR3/2 SILT LOAM -MODERATE SUBANGULAR BLOCKY, COARSE FRAGMENTS <1% -TYPE 5 5"-11" 10YR5/2 SILTY CLAY LOAM, STRONG SUBANGULAR BLOCKY,COARSE FRAGMENTS <i% -TYPE 5 11"-38" 10YR5/3 SILTY CLAY LOAM, STRONG SUBANGULAR BLOCKY, COARSE FRAGMENTS <1%TYPE 5 38"-47" 10YR5/2 GRAVELLY VERY FINE SAND, SINGLE GRAINED, COARSE FRAGMENTS <157, DENSE -TYPE 5 47"-54" IOYR4/6 VERY GRAVELLY COARSE SAND,SINGLE GRAINED, COARSE FRAGMENTS <557, DENSE -TYPE 1 54"-80" IOYR512 EXTREMELY GRAVELLY COARSE SAND, SINGLE GRAINED, COARSE FRAGMENTS <80% -TYPE 1 80"-98" 10YR5/1 COARSE SAND.SINGLE GRAINED, COARSE FRAGMENTS<20%TYPE 2 NO RESTRICTIVE HORIZONS, FINE ROOTS TO 47" #4 5 1LOAM-MODERATE L M RSSGACYEARGS-111" 10YR512 SILTY CLAY AMTRONGUBANU R BLOKCOARSFAENS < %TYPE 5 11"-34" 10YR5/3 SILTY CLAY LOAM, STRONG SUBANGULAR BLOCKY, COARSE FRAGMENTS <17, TYPE 5 34"-58" 10YR4 i6 GRAVELLY COARSE SAND, SINGLE GRAINED. COARSE FRAGMENTS <15%% DENSE -TYPE 2 58"-72" IOY%4 6 GRAVELLY COARSE SAND, SINGLE GRAINED. CDAR E FRAGMENTS <20Z, DENSE- TYPE 2 72"-96" IOYR5/2 COARSE SAND, SINGLE GRAINED, COARSE FRAGMENTS <107,TYPE 2 NO RESTRICTIVE HORIZONS, FINE ROOTS TO 34" DESIGN CRI TERI A TCFMrchitecture P.253.572.3993 F.253572.1445 902 North SecondStreet Tacoma, Washington98403 iihde! tcfarchitecture.com TCF Archileclure row � U SOIL CLASSIFICATION: COARSE SAND & GRAVEL -TYPE 1 LOADING RATE. Z� w 615 GPD' =615 S.F. v � N z �3� [r 130.5 130.33z ai5M ASSUME 2 SEPARATE CELLS: r� 61'5 =31 LF ro 2 z 10' X 31 " BED w 128.83 W w 10 TIMES/DAY TOTAL s Tit z PUMP ON: 2.2 MINUTES SEPTIC DESIGN Q PUMP OFF: 2.4 HRS DOSING VOLUME. JLA�YS Pmjec1 rih JEFFERSON TRANSIT AUTHORITY 63 FOUR CORNERS RD PORP117WNSEND, WASHMW N198368 woj+a Nuntr. 2013-006 Q. s Roup, 0M. 080713 100% SD 110113 100% DD 1125 , 3 30% CD 12 09 13 60%CD 123013 AGENCYSET WASTEWATER GENERATION/DAY. 615 GPD SOIL CLASSIFICATION: COARSE SAND & GRAVEL -TYPE 1 LOADING RATE. 1.0 GPD/ SF REQUIRED DRAINFIELD AREA: 615 GPD' =615 S.F. v 1 0 GPD /SF FOR A 10 FT. WIDE BED: 61 =61.5 LF 0 FT. t ASSUME 2 SEPARATE CELLS: r� 61'5 =31 LF ro 2 DIMENSIONS FOR SAND LINED BED: 10' X 31 " BED TIMER CONTROLED 5 TIMES/DAY PER POD DOSING FREQUENCY. DRAINFIELD 10 TIMES/DAY TOTAL s Tit TIMER CONTROLED PUMP ON: 2.2 MINUTES SEPTIC DESIGN PUMP CYCLE: PUMP OFF: 2.4 HRS DOSING VOLUME. 62 GALLONS RESERVE AREA: SAME CRITERIA RESERVE AREA PROVIDED: 10' X 31' X 2= 620 SF NOTE: VALUES PER EPA ONSITE WASTEWATER TREATMENT SYSTEMS MANUAL 2/2002(PAGES 3-7, 3-8) 20 EMPLOYEES @ 13 GPD/EMPLOYEE:260 GPD(OFFICE SPACE VALUES) TRAINING ROOM WITH 50 SEATS @ 3GPD/SEAT.• 150 GPD (ASSEMBLY HALL VALUES) TOTAL GALLONS PER DAY = 410 FOR COMMERCIAL INCREASE TO 15090: 1.5 x 410=615 GPD rx..�n, c+tea BY ._r Number 5�1" N~ 3 -4 Mrr,b ee.airw.w ap, W may. 8873'42' E t 8i 7.75 7 I I I r 11 W t II 41 10' �� t•MNNIFll.1 lltlVS � � \ \I E_ \ 6 I I9.r„�r -. I = n f N • �� =-- 1TTI T11 irrrrrrrrr BILI L /� I L I 11 F I I 'Ll _u 1-H LL 41 IF- I” I I N 438. 1 GENERAL I NFORMA TION APPLICANT: JEFFERSON TRANSIT l II r 1615 W SIMS WAY --J I PORT TOWNSEND, WA 98368 11 CONTACT: TAMI RUPERT 360-385-3020 823_°' w 1 DESIGNER: 40878 — _ I WILLIAM PARNELL FovR PARNELL ENGINEERING, LLC k 10623 HUNTERS LN. S.E. OLYMPIA, WA. 98513 SITE ADDRESS: FOUR CORNERS & STATE ROUTE 20 PORT TOWNSEND, WA 98368 T. P. N.: 001332009 JCEH PERMIT NUMBER: WA TER SUPPL Y. JEFFERSON COUNTY, PUD SCALE: 1"=100 FEET 0 50 100 200 JEFFERSON COUNTY DCD VICINITY MAP NTS TCFrchitecture P.253.572.3993 F.253.572.1445 902 North SecondStleet Tacoma, Nashington98403 WW. tcfarch i tec ture. com TCFArchileciure .,,L U J SEPTIC S YS TEM NO TES Q 4"0 PVC ASTM 3034 STUB -OUT AND CLEAN-OUT SET RIM ® FINISHED GRADE. STUB -OUT AGENCY SET IE = 133.5 4"0 PVC ASTM 3034 TIGHTLINE E �_ / 0 MIN. FERSON TRANSIT S = 0.02 FT./FT. AUTHORITY (D 1500 GAL. STEP TANK, SOUND PLACEMENT SERVICES, 2 CHAMBER WATERTIGHT CONCRETE SEPTIC TANK W/APPROVED EFFLUENT FILTER(SEE SEPTIC TANK DETAIL) sw 1800P GAL. SOUND PLACEMENT SERVICES 1 CHAMBER WA TER TI GH T CONCRETE 63 FOUR CORNERS RD FgR1 T01e/N$Fi}(], WASH NGTON 46368 PUMP CHAMBER. p i dR b_ (SEE PUMP CHAMBER DETAIL) 65' LF 1.5"0 CLASS 200 FORCEMAIN 2013-006 sa6R.N:cnpoa. 080713 100%SD 11 11 0'11 13 100% DD 6 8 LINEAL OF 1.510 CLASS 200 MANIFOLD 112 1 630% CD 0% CD 123013 10' X 31' SAND LINED BED AGENCYSET (SEE BED DETAIL) RESERVE AREA SOIL TEST PIT (4 EACH) x� w 10 JEFFERSON COUNTY TRANSIT AUTHORITY r- BUILDING. PROPOSED F.F. ELEV = 137.0 11 PROPOSED ENTRANCE DRIVEWAY/ PARKING 12 T.B.M.: 2" X 2" HUB ELEV. =135.00 ASSUMED 5P +r t)M ]3 PROPOSED POWER LINE SEPTIC DESIGN 14 PROPOSED WATER SERVICE LINE 15 PROPOSED WATER MAIN SERVICE 16 BUILDING ENVELOPE LIMITS ENCOMPASSES THAT AREA OUTSIDE OF AND PROPERLY SETBACK FROM: a. THE SEPTIC DRAINFIELD AND RESERVE 17 AREAS b. ALL PROPERTY LINES AND EASEMENTS NO WELLS LOCATED WITHIN 100' OF Sheet Numbw ]$ PROPERTY LINES DSI AUTOMATIC DISTRIBUTION ASSEMBLY 4 4 (SEE BED DETAIL) p .dy w�iri,� �n� °Ota.rwdrr.a ..na.r..tuc.,.a.yu� c�""''w+cson�ru