Loading...
The URL can be used to link to this page
Your browser does not support the video tag.
83-1743
N pEJ 0t7S.L..O Lim TCtO LC VJD ¢ Z 0 od EmE �c2. Eo''cm Em yNVJO LE Oa Wei cmaaUt mri ly3o m>oQ. VO m O= mmm �—�a `° ¢ m o�wLt -'o c =Q2m vc Z�G �o a J�0 NL�LiDOp �... O� m NO mm U QOF o_t a�--m.m 4�0 P�Emm Wm U W2Q U�mmm— p�Ojlyma `m E 2 J3¢ L6LNd mQ� yqmmU Ulc. OO � �oo �a �8LO n hg,E am`mromv 'a5 0CCp0� ZmT�m .2M 250 �� my Q.- m_mL. BG' NCUN c m5LLm WO¢ TA �E35U>mF>: N(5JNa LL,002E T OL QF SLAB ELEV.- 87.2 ' a f NOIES: I. ALL SANITARY TEES SMALL BE 4" SCH 40 PUC BROUGHT TO THE CENTERLINE OF TANK 2. ALL SOLD 4' SCH 40 PVC PIPE SHW. BE CONSTRUCTED WITH WATER TIGHT JOINTS. 3. ALL SEPTIC TANK & PUMP CHAMBER CONSTRUCTION SHAM. COMPLY WITH 310 CMR 15.226 - TITLE 5. tr MIN. 36 -.MAX. T OFILE OF SEPTIC (NOT *1EXJATE CONCRETE COVER BROUGHT UP TO WITHIN W/IN 50• OF B' OF FINISHED GRADE MAIN UNIT. :CAST CONCRETE COVER RIM= 100.5 XDH' UP TO WITHIN = 88.99 Of9JRSEA ` OF FINISHED GRADE � 18. OTHER SUWACE FiO GLOM 24' CAST IRON MANHOLE REMOTE ASSSSIT''** °EDM DACE HI�°N COLOR MOTG m FRAME &COVER COR NOnU N° OTHER RIM= 91.6 00 1OYR3/2 MO� C NONE tr MIN. 36 -.MAX. T OFILE OF SEPTIC (NOT TO SCALE) CONCRETE COVER BROUGHT UP TO WITHIN 24" CAST IRON MANHOLE FRAME & COVER B' OF FINISHED GRADE �TO FINISHED GRADE uANc: • " •�' yy "II",". RIM= 100.5 1r MIN. 36" MAX. PUMP TO BE 4- DIRECTLY BELOW MANHOLE F.A.U. 2• SAH PLUG T „w _ 2' SCH 40 PVC CHECK VAVL Y 48" '.I DEPTH N COMP. 1 ^ COUP.2 500 GAL 1000 GAL I000 °ooQO000 oao oQoOopO��p°� o°O� oa >O.00oe00o"o OoeoOo.o OO.00oe00oeo00. 6. OF COMPACTED, CRUSHED STONE BELOW TANK MICROFAST 0.5 SEPTIC TANK SEPTIC TANK LIQUID & OUTLET TEE TABLE LIQUID OUTLET TEE 46 14 60" 19' 72" 24" (MONOLITHIC TANK) CAPPAC Ty 1500 GALLONS ALL UNUSED KNOCKOUTS SMALL BE MORTARED SOLID (3' THICKNESS) IiRn DTH # 111505-1 6RTDTH # 111505-2 1' °ooa o00 000 000a00000°a'og 000°`oo°°oo° Ooe"o0oA0o.iO OoA0oA0oAOoeo0oe00oeo0o.o �- 6* OF COMPACTED. CRUSHED STONE BELOW TANK -� PUMP CHAMBER (MONOLITHIC TANK) CAPACITY 1000 GALLONS ALL UNUSED KNOCKOUTS SHALL BE MORTARED SOLID (3' THICKNESS) CONSTANT BACK PITCH SHW1 BE MAINTAINED FROM D -BOX BACK TO THE PUMP CHAMBER TO PROVIDE ADEQUATE BACK DRAINAGE TO WEEP HOLE IP MEYERS ENT PUMP mu 6iM,0TH # 111505-3 ®DTH # 111505-4 .,..Inc -oil n,Tc. 11/y5/115 wmlccc. B.M. DATE. 11/15/0 A �• i � WITNESS: 36" 48" C3 B_M. DATE: I I/IDiv WITNESS: NE SAND uANc: • " •�' yy "II",". _ • ...--_.-• = 88.99 Of9JRSEA ` PRESERVE AS WCH N17 L M P � 18. OTHER SUWACE FiO GLOM dt MOTMING °EDM DACE HI�°N COLOR MOTG m ° SWIM MORMON COR NOnU N° OTHER MORMON 0 - 7' 0 00 1OYR3/2 MO� C NONE 0 - 6" A P 1OYR3/2 NONE 0 - 6' A 10YR3/2 NONE 0 - 6" Ap 10YR3/2 NONE PROMMY A5 NEOM 7 - 14' E 10YR4/1 NONE SANDY LOAM 6 - 25" B t0YR5/6 NONE MED. SAND 6 - 26" Bw 10YR5/6 NONE MED. SAND 6 - 12" BW 10YR5/6 NONE MED. SAND 14 - 25" BW 10YR3/6 NONE MED. SAND 25 - 62" Cw 2.5Y6/4 NONE MED. SAND 26 - 41" C1 2.5Y4/3 NONE MED. SAND 12 - 42" C1 2.5Y4/3 NONE 5% MED. SAND LM 25 - 120 C 2.5Y7/4 >5%0 MED. SAND 62 - 186 C2 .5Y4/3 >5%1i FINE SAND 41 - 146 C2 2.5Y4/4 >5%0 vfSANDY LM 42 - 120 C2 2.5Y4/4 >0 vfSANDY 1 MAIN 60' CANNOT BE PROVIDED THE mo 72" INSTALLED AT A MINIMUM DEPTH OF 4. 10YR5/8 1OYR5/8 t0YR5/8 t0YR5/8 .urn ... NAT BTTFRMINFTI MIN. 27. PITCH ACROSS SYSTEM ---► 2" SDR26 PRESSURE DOSE LINE CULTEC 410 1/4" ORIFICES ® 2 FT ON CENTER FILTER FABRIC STARTING UNIT/7 ADDITIONAL UNITS GENERAL NOTES 1. ALL ELEVATIONS REFER TO AN ASSUMED DATUM. 2. SEE LOCATION OF BENCHMARK ON PLOT PLAN. 3. THIS PLAN IS INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM ONLY. 4. FINISHED GRADE TO BE PERFORMED IN ACCORDANCE WITH PLOT PLAN. 5. ALL CONSTRUCTION SHALL CONFORM WITH TITLE 5 OF 1995 AND WITH THE BOARD OF HEALTH REGULATIONS FOR THE TOWN OF YARMOUTH. 6. THE ENTIRE A & B SOIL HORIZONS AND ANY ADDITIONAL DELETERIOUS MATERIALS) SHALL BE REMOVED FOR A DISTANCE OF 6" INTO THE Cl S( HORIZON AND TO THE SPECIFIED DISTANCE AROUND THE LEACHING FACIL AS SHOWN IN PLAN VIEW. THE EXCAVATION SHALL BE BACK FILLED UTILIZING MATERIAL SPECIFIED IN GENERAL NOTE #7. 7. SELECT IMPORTED SEWER GRAVEL SHALL SATISFY THE SIEVE GRADING REQUIREMENTS OF TITLE 5 SEC. 15.255(3) AND CONTRACTOR SHALL PROVIDE SOIL LAB TESTING RESULTS. 8. TIGHT JOINT PIPING SHALL CONSIST OF 4" SCH. 40 PVC UNLESS OTHERWISE NOTED. LENGTH FIRST 2 UNITS 15.4' J_ EACH ADDITIONAL UNIT= 7.7' 9. IN CASES WHERE LEDGE OR BOULDERS ARE PRESENT, THE DESIGN ENGI *** CUSTOM UNIT SIZES TO BE WILL NOT BE RESPONSIBLE FOR ASSURING THE AMOUNT OF ROCK 4• SCREENED VENT-- TO BE ENCOUNTERED. CUT ON SITE AS REQUIRED OR CHARCOAL FI TER 3' TOPSOIL & SEED 10. THE DESIGN .ENGINEER WILL NOT BE RESPONSIBLE FOR THE PERFORMAN 5 MINHMUM 9* MIN. COMPACTED SAND FILL OF THIS SYSTEM UNLESS CONSTRUCTED AS SHOWN HEREON. ANY TYPICAL CULTEC GALLEY LAYUP LENGTH = 89".1 11 n _S�11RE DOSE U_ _ ` LAYOUT DETAIL ^ \ PRESSURE DOSE 2' SDR26 PVC ,r ALTERATIONS MUST BE APPROVED IN WRITING BY THE DESIGN ENGINEER. ` PRELINE 11. HEAVY MACHINERY SHALL NOT BE PERMITTED TO PASS OVER THE (NOT TO SCALE) EFFECTIVE = 12,5" ,' ` ';"' CULTEC 100 UMTS DEPTH s' __, �- . a ,,;:_.' TITLE s LEACHING FACILITY. I �,--- 12* " ® �`_ SEPTIC RAVEL 410 12. THERE ARE NO KNOWN WELLS OR WETLANDS WITHIN 100' OF THE *CULTEGCHAMBERS AVAILA13LEFROM * 36" __,,,i___^_=UNR LENGTH = 96" 6.5* I -FILTER FABRIC PROPOSED LEACHING FACILITY, UNLESS AS OTHERWISE SHOWN HEREON. KURT S. MASTERS CULTEC,INC.,,.,•;;L t`RTLES 13. THE ENTIRE SOIL ABSORPTION SYSTEM SHALL BE STAKED AND FLAGGED RRi, BOX 692 f 878 FEDERAL ROAD CONTACTOR 100 GALLEY DETAIL SEPTIC GRAVEL MILAN, NH 03586 BROOKFlELD, Cr 06840 CHAMBERS ARE TO BE LAID LEVEL AFTER CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL A CERTIFICATE (603) 449-6797 (800) 428-5832 ( 1 ROW. TOTAL 12 CULTEC 100 UNITS) OF COMPLIANCE IS ISSUED BY THE BOARD OF HEALTH. (NOT TO SCALE) 14. THE RECORD SEPTIC INSTALLER AND THE SEPTIC SYSTEM DESIGN ENGINI Iiin.DEEP TEST HOLE #1 giM DEEP TEST HOLE #2 SHALL PROVIDE WRITTEN CERTIFICATION AND AN AS -BUILT PLAN IN DATE: 10/18/95 WITNESS! BOH BB ACCORDANCE WITH 310 CMR SEC. 15.021. OL SURFACE MORMON COLORM017t+c onHx SOEMFR ELEV. DATSURFACE MORMON E 20�O WITTlESftM�S OONIROL HER 1p PROPEIKY MOCIO EDIiW SILT Ha 15. THE DESIGN ENGINEER SHALL STAKE THE SEPTIC SYSTEM FOR CONSTRU 0 - 4" 0 10YR3/2 NONE M°0r POST MANTAIMMTHROUGHOUTOONSTRUO- 16. THE PROJECT SITE IS NOT LOCATED IN A NITROGEN SENSITIVE AREA.. 4" -. 5 E 10YR6/1 NONE MED: SANG 0 - 5. 0 1 OYR3/2 NONE AMOCO 139D SILT SICP - z7 0.G TION.. IN t61116ALE s" - s" B t0YR6/4 NONE MED. SAND 5* - 6" E 10YR6/1 NONE MED. SAND (OR ExINJ &V HpH 1'XI"Y:TAKE SLITATION BARRIER 70 BE INSTALLED 17. THE SEPTIC SYSTEM COMPONENTS ARE NOT TO BE CONCEALED WITHOUT „ 6' - 18" B 10YR6/4 NONE MED. SAND (2) PER BALE PRICR TO OCN9IRLIC110N. 8 - 36" C1 10YR6/4 NONE FINE SAND B',a" TRENCH W/ STAN: INSPECTION AND APPROVAL BY BOTH THE LOCAL BOARD OF HEALTH ANI 16' - 48" C 1 OYR5/3 NONE F -M SAND 18" - 36" C1 I OYR6/4 NONE FINE SAND BACKFILL N PLACE DISIMRB OHKY THOSE AREAS NECESSARY 2 36" - 125 c 10YR5/3 NONE F -M SAND HAYBALES AHD/UR Ena-- Te THE DESIGN ENGINEER. FffusA: NOT DETERMINED DEPT TO GROIADRATER: STANDING: 74" wmva 74" EST SEAS Him 60_ * N°A51r.: mylvu cic«u.w DEPT TO GRGUHDIATUL m -m 10pyON,q,A,Dt DEPTH iQ cRaHHDWIDEtt ST mm-. 144" wm*,G: 106" Iii 9G9 NIGH: 66" smmm i¢r WEDVO 96' EST SitS Mt � sTAMOHa: NON WEEPING: 90" EST 9FAs HmN: Zr 36" 48" C3 t 0YR7 3 NONE NE SAND 2 = 89.20 FG = 81.2 INVERT AT SEPTIC TANK OUT) = 88.99 - SILT fFtICB 70 BE . �AM0. PRESERVE AS WCH N17 L M P � 18. MASSACHUSETTS LAW REQUIRES THAT DIG -SAFE BE NOTIFIED PRIOR TO � � DL��N RLsusAi: NOT DETERMINED PRESSURE DOSE PIPE w NEPA TO GRDIMOHIAIM DEPTH TO GROUNDWATER: STmmm. NONE WEEftN6 NON EST SEAS HIGH: 96= STNIDNG: NQNF_ WFFPIIt �{QiJE- HST BEMs HKIt -� ,.: •'•',�j•• .. •.,� •�,,.', , . p ... , .. popmn SHAM T+r FROMMMIr aw THAM 'MOOD � • � HITT EXCAVATION. = 91.00 DESIGN GROUND WATER = 86.90 PERC TEST DATA 0 ,:_:: •(� o . PROMMY A5 NEOM • 19. ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMAT .O DATE OF TESTING: 18 OCTOBER 1995 s� `►� RALES TO BE PEW ED THEN THEY HAVE SERVO THEIR USEFULNISM PLAN "E" T LOCATION AND SHOULD BE FIELD VERIFIED BY THE CONTRACTOR. : .: TEST BY: ED KELLY " I -CERTIFY THAT ON 6/98 1 HAVE PASSED WITNESSED BY YARMOUTH BOH PERC TEST DATA •: '' ALL DWRjR ED Awm To HAVE PEINANI NT 20. SEPTIC CONTRACTOR TO VERIFY EXISTING SOIL PIPE LOCATION AND ELE\ THE EXAMINATION APPROVED BY D.E.P. AND PT -1 DATE OF TESTING: 18 OCTOBER 1995 ED KELLY CONCRETE FOR 10 FEET VNETATaN STAR PossaLF BEYOND CROSSING. PRIOR TO BEGINNING SEPTIC CONSTRUCTION. (SLEEVE ENDS SHALL BE FORCE PUMP PERFORMANCE CURVL'THAT THE SOIL TESTING HAS BEENTEST BY. DEPTH OF TEST: 58•_ WITNESSED 13Y•YARMOUTH BOH PERFORMED BY ME CONSISTENT WITH THE RATE: 5 Z_mpi ECB DETAIL REQUIRED TRAINING, EXPERTISE AND PERC 7 PT -2 # DEPTH TEST: 21' NOi TO SCALE28 24 w 20 a 16 12 8 20 40 60 80 100 120 PUMP CAPACITY (GAL/MIN) MIN DOSE = (18')(TT)(0.083)2(7.481) + 330 GAL = 333 GAL/DOSE = 44.5 CF/DOSE SOIL GROUP = 2 CYCLE TIME = 1 DOSE/DAY DRAW DEPTH = 44.5 CF/DOSE / 35.02 CF/FT = 1.27 FT EMERGENCY STORAGE = 88.89 - 87.33 = 1.56 FT. = 1.56 FT x 35.02 CF/FT x 7.48 GAL/CF = 409 GAL (409 > 440 THEREFORE OK) PUMP CHAMBER NOTES., 1. CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE I TYPE BLE PUMP SYSTEM CONSISTING OF A SU SUBMERSIBLE I SEWAGE EFFLUENT PUMP, A SINGLE FORCE MAIN PIPE TO THE LEACHING FACILITY AND AN ELECTRICAL CONTROL PANEL AS SPECIFIED BELOW. 2. THE PUMP CHAMBER SHALL BE A PRECAST CONCRETE 1000 GALLON TANK AS MANUFACTURED BY SHEA CONCRETE PRODUCTS, INC. OF N.WILMINGTON, MA OR AN APPROVED EQUIVALENT. ALL UNUSED PIPE KNOCKOUTS SHALL BE MORTARED SOLID WITH ENTIRE VESSEL BEING MADE WATER TIGHT. 3. PUMP SHALL BE A WHR5 1/2 HP SUBMERSIBLE SEWAGE EFFLUENT PUMP OR EQUAL WITH 2 INCH DISCHARGE FLANGES. THE PUMP CHAMBER SHALL BE EQUIPPED WITH AMS -1 LEVEL CONTROLS (MERCURY FLOAT SWITCHES), A FLCA ALARM CONTROL, NEMA -1 ELECTRICAL CONTROL BOX, A 2* CHECK VALVE, THREADED PLUG FLOW THRU CLEANOUT & A 1/4" WEEP HOLE IN THE FORCE MAIN 6" FROM THE PUMP CHAMBER WALL WHERE IT EXITS THE PUMP CHAMBER. 4. THE HIGH WATER ALARM SHALL CONSIST OF A MERCURY FLOAT SWITCH (FLCA ALARM CONTROL) WITH A SEPARATE POWER CIRCUIT FROM THE PUMP. R SHALL BE SET TO ACTIVATE ALARM IN HOUSE WHEN SEWAGE LEVEL REACHES THE ELEVATION SPECIFIED ON THE PUMP CHAMBER DETAIL. 5. ALL WIRING CONNECTIONS AND JUNCTION BOXES TO BE PLACED OUTSIDE OF THE HOUSE SHALL BE WATERPROOF AND/OR MOISTURE RESISTANT AND MUST BE INSTALLED BY A LICENSED ELECTRICIAN ACCORDING TO THE APPLICABLE CODES. 6. THE DISTRIBUTION BOX SHALL BE EQUIPPED WITH A "TEE" GLUED TO THE FORCE MAIN WITH THE BOTTOM OF THE HUB CUT 1" ABOVE THE FLOW UNE. 7. ANY BAFFLE OR TEE IN THE PUMP CHAMBER THAT OBSTRUCTS THE FORCE MAIN SHALL BE REMOVED. 8. THE CONTROL PANEL IS TO BE EQUIPPED WITH A SPRING LOADED, MANUALLY OPERATED PUSH BUTTON ON-OFF SWITCH FOR THE PUMP. 9. THE PUMP CONTROL PANEL SHALL PROVIDE 230 VOLT, SINGLE PHASE, 60 AMP POWER AND CURRENT FOR THE PUMP AND PUMP FLOAT CONTROLS. SEPARATE CIRCUTfS AND MAGNETIC CONTACTORS SHALL ALSO BE PROVIDED FOR THE PUMP AND FLOAT LEVEL CONTROLS. 10. A GENERATOR HOOK-UP/RECEPTACLE FOR BACKUP POWER SHALL BE AVAILABLE IF REQUIRED FOR APPROVAL. EXPERIENCE DESCRIBED IN 310 CMR AQDEPTH OF TEST: 60" KP ELEVATION: 194.9 15.018(2).", WAYNE A. CHOUINARD, P.E. RATE: 7 moi RATE: 11 MPI FW- WWF- WF-12 Af-WF- �y : 1 I ry Sol 114 I D14- 1174`0 - " WF -13 �2 1 \ 1115 7505-3 \ I! IEC G41lEY �o DOSE LEA(YUNG AREA ss3� e LCC 349p7A G S11 9 1 .L - Scale. -22 -14 34 O E &=meq _ soil LOT 19 / 18,437-+ S.F. I a42± AC. t \ ss Map 140 Parcel 20 (Lots 19 & 20) TOTAL AREA = 33, 781 WF -7'5 \ VF -16 1 Li cop \ \ _ \ \ N 23430.,E.,,,:: \� 91.7 tr) �*��85.56•• d DOD GaLtON Two \ �o "' + ► . , ! 91.8 \\\7861: PK SET o r-_ P CH416 "" Ey " ` 9\ FL=91.97 CK B\ O 3 -� S UNE ` : h ■ ,8 g2 WF -8 D. i WF -7 i pp w •CA111 A\I 11 5(i -2 M I 1\O ND 01 WF -6 n LOT 20 w l 15,3441 S F. * t2 i 0.351 AC. f � 1 / ti WF 5 WF -4 L 0<% ti lol WF 1 r"' 56 )" W WF - SCHEDULE OF ELEVATIONS TOP OF FOUNDATION = 94.70 BASEMENT SLAB = 87.20 INVERT AT BUILDING = 89.44 INVERT AT SEPTIC TANK IN) = 89.20 FG = 81.2 INVERT AT SEPTIC TANK OUT) = 88.99 INVERT AT PUMP CHAMBER (IN) = 88.89 FG = 91.0 INVERT AT PUMP CHAMBER (OUT) = 3 B.G. MIN) TOP CULTEC UNIT = 92.10 PRESSURE DOSE PIPE w INVERT 0 GALLEY (START) = 92.04 FG = 93.2 INVERT 0. GALLEY" (END) = 92.04 BOTTOM OF CULTEC UNITS = 91.00 DESIGN GROUND WATER = 86.90 FORCE MAIN TRENCH DETAIL DESIGN FLOW: 3 BEDROOM 0 110 G.P.D./BEDROOM, = 330 G.P.D. (NOT TO SCALE) REQUIRED SEP77C TANK: 330 G.P.D. X 200% = 660 MINIMUM 1500 GALLON REQU *** NOTES •** REQUIRED SIZE LEACHING FACILITY THE'0 SDR 26 PVC FORCE FINISHED GRADE MAIN SHALL BE INSTALLED w z WITH 3' MINIMUM COVER LLI � r� SIDE AREA: (64' + 64' + 4' + 4') = 136sf ***MODIFIED CERTIFICATION FOR GENERAL USE: PUR AND UNIFORM BACK PITCH U) t, � MIN 4" TO PUMP CHAMBER(*) w fl oo °.: o.cbo LOAM THRUST BLOCKS (40 LB. F- o 0 4" MIN.) SHALL BE PROVIDED `'' 00° O MINUS AT ALL ANGULAR FITTINGS. U 0 CLEAN WHENEVER SEWER ONES CHECKED: W o R: b BACKFILL MUST CROSS WATER SUPPLY o CHOUINARD 2 MALDEN STREET .O LINES, BOTH PIPES SHALL s� '• "'.• ,•.' BE CONSTRUCTED OF CLASS MIN 6„ 1 /4" ;' • : , : 'FM 150 PRESSURE PIPE AND : .: SHALL BE PRESSURE TESTED M MINUS •: '' TO ASSURE WATER SAND TIGHTNESS. PIPE MUST BE SLEEVED OR ENCASED IN CONCRETE FOR 10 FEET 2' SDR BEYOND CROSSING. 26 PVC (SLEEVE ENDS SHALL BE FORCE ENCASED IN CONCRETE) IF MAIN CONSTANT BACK PITCH CANNOT BE PROVIDED THE FORCE MAIN SHALL BE INSTALLED AT A MINIMUM DEPTH OF 4. OLD SALT LANE DESIGN FLOW: 3 BEDROOM 0 110 G.P.D./BEDROOM, = 330 G.P.D. KETCH LN. REQUIRED SEP77C TANK: 330 G.P.D. X 200% = 660 MINIMUM 1500 GALLON REQU 0 REQUIRED SIZE LEACHING FACILITY STATE: (330 GPD/ 0.60 GPD/SF) = 550 SF CLASS 2 SOIL Z � w z CULTEC CONTACTOR 100 GALLEY AREA: LLI � r� SIDE AREA: (64' + 64' + 4' + 4') = 136sf ***MODIFIED CERTIFICATION FOR GENERAL USE: PUR 310 CMR 15.000. DATE OF ISSUANCE DECEMBER U) t, � 563 sf > 550 sf, therefore OK w FOR A LOT AT: 2 MARINERS LANE, YARMOUTH, F- 28 HOLLY LANE (508) 309-: MARINER"S LANE `'' 451 SCALE: (AS NOTED) U Y DRAFTING: Vvhi CHECKED: W x`11 Uf 2 #rAYNE A. CHOUINARD, P.E" LOCUS. o CHOUINARD 2 MALDEN STREET NOT TO SCALE s� DESIGN CRITERIA DESIGN FLOW: 3 BEDROOM 0 110 G.P.D./BEDROOM, = 330 G.P.D. A GARBAGE DISPOSAL UNIT IS NOT ALLOWED. REQUIRED SEP77C TANK: 330 G.P.D. X 200% = 660 MINIMUM 1500 GALLON REQU SEPTIC TANK PROVIDED: 1506 GALLON (2 COMPARTMENT) SEPTIC TANK REQUIRED SIZE LEACHING FACILITY STATE: (330 GPD/ 0.60 GPD/SF) = 550 SF CLASS 2 SOIL 0.60 GPD/SF EFFLUENT LO 7 MPI DESIGN PERC RATE SIZE OF LEACHING FACILITY: CULTEC CONTACTOR 100 GALLEY AREA: BOTTOM AREA: 64' x 4' = 256sf, 256sf x 1.67 Design Credit = 427sf *4* SIDE AREA: (64' + 64' + 4' + 4') = 136sf ***MODIFIED CERTIFICATION FOR GENERAL USE: PUR 310 CMR 15.000. DATE OF ISSUANCE DECEMBER DEPARTMENT OF ENVIRONMENTAL PROTECTION. SEE E TOTAL AREA = 427 sf + 136sf = 563sf DESIGN STANDARDS, TABLE 2. 563 sf > 550 sf, therefore OK PROPOSED SENA GE DISPOSAL Ste( FOR A LOT AT: 2 MARINERS LANE, YARMOUTH, APPLICANT: FRED COLLOTTA & RALPH GRAVALLESE PHONE: 28 HOLLY LANE (508) 309-: ASHLAND, MA 01721 DATE: AUGUST 28, 2005 SCALE: (AS NOTED) REVISED: DECEMBER 20, 20( DESIGN: V'd/u DRAFTING: Vvhi CHECKED: W x`11 Uf 2 #rAYNE A. CHOUINARD, P.E" o CHOUINARD 2 MALDEN STREET A "° �as2 NATICK, MA 01760 s� L {508) 653-1003 *LOCATEWAN ' OF PROFILE OF SEPTIC SYSTEM GENERAL NOTES TOP PRECAST CONCRETE E°yER MAN UNIT. . a;�,. 94.7 ro +IN (NOT U SCALE) s of EN 24' GRADE 1. ALL ELEVATIONS REFER TO AN ASSUMED DATUM. IRO CMA RE1rolE co TO WI HIN FRAM24'E DIST NaoN MANHOLE MIN. 2q PITCH ACROSS SYSTEM ----►- 2. SEE LOCATION OF BENCHMARK ON PLOT PLAN. IRON MANHOLE BROW IS ro WITHIN 1 a COVER 3. THIS PLAN IS INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE FRAME k COVER 6. OF FDN511tD GRADE. TD N- 1000 GRADE ��!!� \ �/� \� \ \�, 91� �� 1ao� I /� �''�x/!11 1_7/SEWAGE DISPOSAL SYSTEM ONLY. 2" CULTEC 410 4. FINISHED GRADE TO BE PERFORMED IN ACCORDANCE WITH PLOT PLAN. 24• MIN. 1/4" ORIFICES RIFIC PRESSURE DOSE LINE @ 2 FT ON CENTER FILTER FABRIC 5. ALL CONSTRUCTION SHALL CONFORM WITH TITLE 5 OF 1995 AND WITH 12" •4• 36 MAx. 12• MIN. 24• THE BOARD OF HEALTH REGULATIONS FOR THE TOWN OF YARMOUTH. IN M. STARTING UNIT ADDITIONAL_ UNITS 0 0 6. THE ENTIRE A & B SOIL HORIZONS AND ANY ADDITIONAL DELETERIOUS t•SCH PVC Y'� 3• VENT \ ,: C_ am .� �. �. �. ELI ° o ° 0 MATERIAL(S) SHALL BE REMOVED FOR A DISTANCE OF 6" INTO THE Cl SOIL HORIZON AND TO THE SPECIFIED DISTANCE AROUND THE LEACHING FACILITY SLAB 17. Mm SLOPE -` � � AS SHOWN IN PLAN VIEW. THE EXCAVATION SHALL BE BACK FILLED 87.2 ' ,•. N _ i PlANP ro � ° ° ° e ° � o s7.2 , _ DIRECTLY M� ,� ° ° ° UTILIZING MATERIAL SPECIFIED IN GENERAL NOTE #7. a* .a. LEUEL N �A,S,T• 2' SW 0P THREDED� �� o o° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o°° 7. SELECT IMPORTED SEWER GRAVEL SHALL SATISFY THE SIEVE GRADING Q �E1 1�t•KN 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0° 0 0 0 0 0 0 0 REQUIREMENTS OF TITLE 5 SEG, 15.255(3) AND CONTRACTOR SHALL e FCIE : GO 2• SCH t0 PVC CHECK VWLE wE>P SHALL BE �, HOLE MAINTAINED PROVIDE SOIL LAB TESTING RESULTS. r uoLID _ w HARM ON 87.33 FROM D -Box •, q I BACK TO THE 8. TIGHT JOINT PIPING SHALL CONSIST OF 4 SCH. 40 PVC UNLESS 10' MIN. DEPTFI N 86.83 PUMP CHAMBER _ OTHERWISE NOTED. COMP 1 PUMP 85'56 �, LENGTH FIRST 2. UNITS = 15.4' EACH ADDITIONAL UNIT= 7.7' ►I 9. IN CASES WHERE LEDGE OR BOULDERS ARE PRESENT, THE DESIGN ENGINEER, (OFFSET DISTANCE) 5� GAL 7 1000 GAL I. *** CUSTOM UNIT SIZES TO BE WILL NOT BE RESPONSIBLE FOR ASSURING THE AMOUNT OF ROCK 1. ALL SANITARY TEES SHALL BE 4- SCH ' '':i•: �•"'.- E.••'-:. •r:r '• g .. .'.:>::.' - :..:r.y ,.... -. -.. •.. `19* :-: 4• SCRED40 VENT --•- 4o we DRoucHr ro THE CENTFRUNE .. 'C/ WBM �rmu 84 64 OR CHARCOAL MTM TO BE ENCOUNTERED. OF TANK oo'oQ 000 000 0000Qo 0000000 0,00p,40 2%, '. a. . .. •a "� - '•y �- • 0.4 HP METERS CUT ON SITE AS REQUIRED 2. ALL SOLID t• scn 40 we PIPE o°ao° oo° oo°.00°ao°.00°a` 0°.00o.00°a EFFLUENT PUMP 3' TOPSOIL & SEED 10. THE DESIGN ENGINEER WILL NOT BE RESPONSIBLE FOR THE PERFORMANCE SHALL OI CONSTRUCTED wITH WATER 6. OF COMPACTED CRUSHED STONE BELOW TANK -� a" oa" oa" o o po• 110• p a• 00• oo" ua• o TYPICAL CULTEC GALLEY 3' MINIMUM TIGHT Moans. c ° u o D ° D $ M ° D ° D ° D ° D ° D e --M�R Nps u ss' _` 9• MIN. COMPACTED SAND FLU OF THIS SYSTEM UNLESS CONSTRUCTED AS SHOWN HEREON. ANY °°o°o°o°Dao°o°a°• 3. ALL CONSTRSEPTICUCTION TANK k PUMP CHAMBER Oo°.000OF CDMPAMED,0oA0D STONE BELOW To°AOo.O : - �, 2• soR26 Pvc ALTERATIONS MUST BE APPROVED IN WRITING BY THE DESIGN ENGINEER.. CONSTRIICTKIN sNuu. cnAwLY wnTN MICRQFAST 0.5 �.-6• OF CWWAC'fED, ORusfNm STONE m.Ow TANK LAYOUT DETAIL 11 HEAVY MACHINERY H 310 CMR 15.226 - ETRE 5. 1 ♦• PRESSURE DOSE UNE 12• SEPTIC TANK PUMP CH (NOT TO SCALE) EFFECTrvE " 1 so3 6797 AMBER Rm*AL NOT DETERMINED RE xmL- NOT DETERMINm DEPTH To GROUNIMATER: DEPTH m GROUNDWATER: EST sus HCH: 66= sT SHG: 142" wamia: 96" Esr sus Hm 72" sTANDNa: NONE wapm 90" EST SFAs TIS 77_ 36" - 48" C 36" - 48" C,' DEPTH -12.5 ; `,�w;>. 5i;.!' SURI'ACE HORIZON DOLOR S ALL NOT BE PERMITTED TO PASS OVER THE (MONOLITHIC T�0 (MOKamgc TANK) CULTEC 100 UNITS 6` -' ._ ' �; enc GRAVEL 0 - 6" AP LEACHING FACILITY. 0 - 6" AP 1OYR3/2 NONE CAPAcr1Y 1500 GALLONS ALL UNUSED KNOCKOU S SHALL BE CAPACITY 1000 GALLONS ALL UNUSED KNOCKOUTS SHALL BE CULTEC CHAMBERS AVAILABLE FROM " _------ _____I 3g 96" 12 - F: RC4110 FABRIC 12. THERE ARE NO KNOWN WELLS OR WETLANDS WITHIN 100' OF THE MORTARED SOLID (3- THICKNESS) MORTARED SOLID (3• THICKNESS) KURT S. MASTERS CULTEC, INC. _"-'�-VNO LENGTH= s 5" = r MED. SAND 12 - 42` PROPOSED LEACHING FACILITY , UNLESS AS OTHERWISE SHOWN HEREON. 25 - 120 C1 2.5Y7/4 157,® . BOX 9 + ROAD CONTACTOR 100 GALLEY DETAIL � �>s-Y Lam: D� GRA, 13. THE ENTIRE SOIL ABSORPTION SYSTEM SHALL BE STAKED AND FLAGGED 60' MILAN, s8 449 BRs878 LDRCT CHAMBERS ARE Toe AID 66" 36• T TEST BY: ED KELLY AFTER CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL A CERTIFICATE ( ) - (B00) 428-5832 (1 ROY12 SCALE) TOTAL C 100 UNITS) 4a ®DTH # J J J505- J ®DTH # 11 J505-2 DTH # 111505-3 ®DTH #111505-4 ( (NOT TO OF COMPLIANCE IS ISSUED BY THE BOARD OF HEALTH. DATE: 11/15/0 WITNESS:e_M• DATE: 11/15/0 WETNESS:B_M. DATE: 11/15/05 _ WITNESS- B.M. DATE. 11/15 05 WITNESS: B.M. A 110 OIL CO OR Y°flLUNCOTHER DEPTH HUMIL SOIL MO OIL ON" DEPTH FROM ".AIL SOL 50L WITNESS: 9 -M - giT,PEEP TEST HOLE #J 14. THE RECORD SEPTIC INSTALLER AND THE SEPTIC SYSTEM DESIGN ENGINEER WTTNESS,Y_BOH DEEP TEST HOLE #2 SHALL PROVIDE WRITTEN CERTIFICATION AND AN AS -BUILT PLAN IN DATE:10/18/95 ACCORDANCE WITH 310 CMR SEC. 15.021. D6PTN EaoM gar � sDl - SURF ELEV•20t.5 DATE: 10 20 03WITNESS: B_8: SIFA`E Howz«N COLORR3MOTnmONE °^+� Sm Soo ca�LOR MTTILNG onmR O .�TOBEPROPMY AM00013POSirSTOP 15. THE DESIGN ENGINEER SHALL STAKE THE SEPTIC SYSTEM FOR CONSTRUCTION. 0 - 4" 0 t0YR3/2 NONE MOOD POST M AWED •DRpDp1q� DD�yD- TOR MIAU 30 HIM 4' 5' E 10YR6/1 NONE MED. SAND 0 - 5' 0 t0YR3/2 NONE Avco 13M SLT STOP 7.r O.EL MON. HAV3i11E 16. THE PROJECT SITE IS NOT LOCATED IN A NITROGEN SENSITIVE AREA.. 5" - 8" 8 10YR6/4 NONE MED. SAND 5" - 6` E 10YR6/1 NONE MED. SAND (OR EOUAL) &W HIGH i'xI"R3' STAG: SILTATION BARRIER TO BEINSTALLED ■ 8" - 36" C1 10YR6/4 NONE FINE SAND 6' - 18" 8 10YR6/4 NONE MED. SAND S" W PER BATE PRIOR TO CONSTRUCTION.■ 17. THE SEPTIC SYSTEM COMPONENTS ARE NOT TO BE CONCEALED WITHOUT Ruumu NOT DETERMINED RTUsA: NOT DETERMINED DEPTH m GROUNDWATER: DEPTH TO CROUNOWTER: srm m, 74" wopmc 74" EST SFAs HCH: 60_ swomG: 144" wwmmm 106" Rm*AL NOT DETERMINED RE xmL- NOT DETERMINm DEPTH To GROUNIMATER: DEPTH m GROUNDWATER: EST sus HCH: 66= sT SHG: 142" wamia: 96" Esr sus Hm 72" sTANDNa: NONE wapm 90" EST SFAs TIS 77_ 36" - 48" C 36" - 48" C,' 1.0YR5/3 t0YR7/3 NONE NONE F -M SAND NE SAND SURI'ACE HORIZON DOLOR warru G DEPTH FROM SLWACE SOIL HORIZON SOIL ORLON SOIL '-�� MOTTLING STA(E 18. lu� 0 - 7" 0 10YR3/2 NONE 0 - 6" AP 10YR3/2 NONE 0 - 6" AP t0YR3/2 NONE 0 - 6" AP 1OYR3/2 NONE LINES, BOTH PIPES SHALL 7 - 14` E 10YR4/1 NONE SANDY LOAM 6 - 25" BW t0YR_ NONE MED. SAND 6 - 26" B 10YR5/6 NONE MED, SAND 6 - 12" B 10YR5/6 NONE MED. SAND 14 - 25" BW tOYR3/6 NONE MED. SAND 25 - 62" C1 2.5Y6/4 NONE MED. SAND 26 - 41' CW 2.5Y4/3 NONE MED. SAND 12 - 42` CW 2.5Y4/3 NONE MED. SAND 25 - 120 C1 2.5Y7/4 157,® MED. SAND 82 - 186 C2 .5Y4/3 >5%0 FINE SAND 41 - 146 CZ 2.5Y4/4 >5%® vfSANDY LM 42 - 120 C2 .5Y4/4 >5%0 vfSANDY LM 60' 20. SEPTIC CONTRACTOR TO VERIFY EXISTING SOIL PIPE LOCATION AND ELEVATION 66" THAT THE SOIL TESTING HAS BEEN 72" TEST BY: ED KELLY 77" VEIETA110N AS SOON AS POSSIBLE, 10YR5/8 tOYR5/8 RATE; wITNEssED BY:vARMouTH BOH t0YR5/8 10YR5/8 giT,PEEP TEST HOLE #J 14. THE RECORD SEPTIC INSTALLER AND THE SEPTIC SYSTEM DESIGN ENGINEER WTTNESS,Y_BOH DEEP TEST HOLE #2 SHALL PROVIDE WRITTEN CERTIFICATION AND AN AS -BUILT PLAN IN DATE:10/18/95 ACCORDANCE WITH 310 CMR SEC. 15.021. D6PTN EaoM gar � sDl - SURF ELEV•20t.5 DATE: 10 20 03WITNESS: B_8: SIFA`E Howz«N COLORR3MOTnmONE °^+� Sm Soo ca�LOR MTTILNG onmR O .�TOBEPROPMY AM00013POSirSTOP 15. THE DESIGN ENGINEER SHALL STAKE THE SEPTIC SYSTEM FOR CONSTRUCTION. 0 - 4" 0 t0YR3/2 NONE MOOD POST M AWED •DRpDp1q� DD�yD- TOR MIAU 30 HIM 4' 5' E 10YR6/1 NONE MED. SAND 0 - 5' 0 t0YR3/2 NONE Avco 13M SLT STOP 7.r O.EL MON. HAV3i11E 16. THE PROJECT SITE IS NOT LOCATED IN A NITROGEN SENSITIVE AREA.. 5" - 8" 8 10YR6/4 NONE MED. SAND 5" - 6` E 10YR6/1 NONE MED. SAND (OR EOUAL) &W HIGH i'xI"R3' STAG: SILTATION BARRIER TO BEINSTALLED ■ 8" - 36" C1 10YR6/4 NONE FINE SAND 6' - 18" 8 10YR6/4 NONE MED. SAND S" W PER BATE PRIOR TO CONSTRUCTION.■ 17. THE SEPTIC SYSTEM COMPONENTS ARE NOT TO BE CONCEALED WITHOUT 28 24 F-- ItJ 20 Z 0 16 Lj 12 8 Ruumu NOT DETERMINED RTUsA: NOT DETERMINED DEPTH m GROUNDWATER: DEPTH TO CROUNOWTER: srm m, 74" wopmc 74" EST SFAs HCH: 60_ swomG: 144" wwmmm 106" Rm*AL NOT DETERMINED RE xmL- NOT DETERMINm DEPTH To GROUNIMATER: DEPTH m GROUNDWATER: EST sus HCH: 66= sT SHG: 142" wamia: 96" Esr sus Hm 72" sTANDNa: NONE wapm 90" EST SFAs TIS 77_ 36" - 48" C 36" - 48" C,' 1.0YR5/3 t0YR7/3 NONE NONE F -M SAND NE SAND 18 - 36 36" - 126 C1 C2 t0YR6/4 1 OYRS/3 NONE NONE FINE SAND F -M SAND 1ROION 1Y/ NAYBµES ANDS � SILT FENCE m DE . 0. . . DISTURB (PLY THOSE AREAS t RY FOR DEVELOPMENT. -._- E NATURAL VVQE,� F,O,,,,,,D1 TION AS STA(E 18. lu� INSPECTION AND APPROVAL BY BOTH THE LOCAL BOARD OF HEALTH AND THE DESIGN ENGINEER. MASSACHUSETTS LAW REQUIRES THAT DIG -SAFE BE NOTIFIED PRIOR TO ANY REsysA NOT DETERMINED REFlANI:NOT DETERMINED OEM 10 4ROUNOW UM DFPTN TD cmDLInwATER: '°�'p.,,,b INVERT AT PUMP CHAMBER (IN) = 88.89 FG = 51.0 PERC TEST DATA srAm me NONE wa mw: �E_ Esr sus HK:! 96" swomD: NONE wEFPm6: NONE EST sEAs HCH: 84" .• :..'.'o.; : � '•,• •' . • o • •• PISPE1C1101ts SFULL BE FREOUQIT AND ■000 POSTHAYBASR REPAR)N PU10EMENT SHALL BE MADE BUTT TOGE HEREXCAVATION. LINES, BOTH PIPES SHALL MIN 6" :.. i, : '..,, v , DESIGN FLOW: 3 BEDROOM 0 110 G.P.D./BEDROOM, = 330 G.P.D. PRESSURE DOSE PIPE OF TESTING: 18 OCTOBER 1995 A GARBAGE DISPOSAL UNIT IS NOT ALLOWED. INVERT 0 GALLEY(START)= .;;:.q..PROMPTLY '.: AS NEEDED.DATE 19. ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE IN ' BOTTOM R CULTEC UNITS DESIGN GROUND WATER " I CERTIFY THAT ON 6/98 I HAVE PASSED TEST BY: ED KELLY WITNESSED BOH PERC TEST DATA BEYOND CROSSING. NATIVE L�.SEGmt} SALES TO BEREMONa0*7#THEY FIAVE SERVED DEER 1 PLAN VIM LOCATION AND SHOULD BE FIELD VERIFIED BY THE CONTRACTOR. MAIN CONSTANT BACK PITCH BY:YARMouTH FORCE MAIN SHALL BE INSTALLED AT A MINIMUM DEPTH OF 4'. PUMP PERFORMANCE CUR VE THE EXAMINATION APPROVED BY D.E.P. AND PT_ 1 DATE OF TESTING: 18 OCTOBER 1995 AL,. DISTURBED AREAS TO HAVE PE ST 20. SEPTIC CONTRACTOR TO VERIFY EXISTING SOIL PIPE LOCATION AND ELEVATION THAT THE SOIL TESTING HAS BEEN DEPTH OF TEST: 58' _ TEST BY: ED KELLY VEIETA110N AS SOON AS POSSIBLE, PRIOR TO BEGINNING SEPTIC CONSTRUCTION. PERFORMED BY ME CONSISTENT WITH THE RATE; wITNEssED BY:vARMouTH BOH REQUIRED TRAINING, EXPERTISE AND 07 PERC 1 ECB DETAIL 28 24 F-- ItJ 20 Z 0 16 Lj 12 8 20 40 60 80 100 120 PUMP CAPACITY (GAL/MIN) MIN DOSE = (18')(tr)(0.083)2(7.481) + 330 GAL = 333 GAL/DOSE = 44.5 CF/DOSE SOIL GROUP = 2 CYCLE TIME = 1 DOSE/DAY DRAW DEPTH = 44.5 CF/DOSE / 35.02 CF/FT = 1.27 FT EMERGENCY STORAGE = 88.89 - 87.33 = 1.56 FT. = 1.56 FT x 35.02 CF/FT x 7.48 GAL/CF = 409 GAL (409 > 440 THEREFORE OK) PUMP CHAMBER NOTES. 1. CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE PUMP SYSTEM CONSISTING OF A SUBMERSIBLE TYPE SEWAGE EFFLUENT PUMP A SINGLE FORCE MAIN PIPE TO THE LEACHING FACILITY AND AN ELECTRICAL CONTROL PANEL AS SPECIFIED BELOW. 2. THE PUMP CHAMBER SHALL BE A PRECAST CONCRETE 1000 GALLON TANK AS MANUFACTURED BY SHEA CONCRETE PRODUCTS, INC. OF N.WILMINGTON, MA OR AN APPROVED EQUIVALENT. ALL UNUSED PIPE KNOCKOUTS SHALL BE MORTARED SOLID WITH ENTIRE VESSEL BEING MADE WATER TIGHT. 3. PUMP SHALL BE A WHR5 1/2 HP SUBMERSIBLE SEWAGE EFFLUENT PUMP OR EQUAL WITH 2 INCH DISCHARGE FLANGES. THE PUMP CHAMBER SHALL BE EQUIPPED WITH AMS -1 LEVEL CONTROLS (MERCURY FLOAT SWITCHES), A FLCA ALARM CONTROL, NEMA -1 ELECTRICAL CONTROL BOX, A 2" CHECK VALVE, THREADED PLUG FLOW THRU CLEANOUT & A 1/4" WEEP HOLE IN THE FORCE MAIN 6` FROM THE PUMP CHAMBER WALL WHERE IT EXITS THE PUMP CHAMBER. 4. THE HIGH WATER ALARM SHALL CONSIST OF A MERCURY FLOAT SWITCH (FLCA ALARM CONTROL) WITH A SEPARATE POWER CIRCUIT FROM THE PUMP. IT SHALL BE SET TO ACTIVATE ALARM IN HOUSE WHEN SEWAGE LEVEL REACHES THE ELEVATION SPECIFIED ON THE PUMP CHAMBER DETAIL. 5. ALL WIRING CONNECTIONS AND JUNCTION BOXES TO BE PLACED OUTSIDE OF THE HOUSE SHALL BE WATERPROOF AND/OR MOISTURE RESISTANT AND MUST BE INSTALLED BY A LICENSED ELECTRICIAN ACCORDING TO THE APPLICABLE CODES. 6. THE DISTRIBUTION BOX SHALL BE EQUIPPED WITH A "TEE" GLUED TO THE FORCE MAIN WITH THE BOTTOM OF THE HUB CUT 1" ABOVE THE FLOW UNE. 7. ANY BAFFLE OR TEE IN THE PUMP CHAMBER THAT OBSTRUCTS THE FORCE MAIN SHALL BE REMOVED. 8. THE CONTROL PANEL IS TO BE EQUIPPED WITH A SPRING LOADED, MANUALLY OPERATED PUSH BUTTON ON-OFF SWITCH FOR THE PUMP. 9. THE PUMP CONTROL PANEL SHALL PROVIDE 230 VOLT, SINGLE PHASE, 60 AMP POWER AND CURRENT FOR THE PUMP AND PUMP FLOAT CONTROLS. SEPARATE CIRCUITS AND MAGNETIC CONTACTORS SHALL ALSO BE PROVIDED FOR THE PUMP AND FLOAT LEVEL CONTROLS. 10. A GENERATOR HOOK,-UP/RECEPTACLE FOR BACKUP POVIEP, SHALL BE AVAILABLE IF REQUIRED FOR APPROVAL EXPERIENCE DESCRIBED IN 310 CMRDEPTH OF TEST; 21" tvOTip „ DEPTH OF TEST: 60" ELEVATION: 194.9 SCALE 15.018(2).". WAYNE A. CHOUINARD, P.E. RATE: 7 m°; RATE: 11 MPI q/,,�` / e \ foP 234350•• _ E 91.7 subc i Tot \ J ed on vl _� Il8556\ 0 / � jet � -- ♦a � ELM Op TOM: PK SET / / / / jjj u pPppC ,+.. 91.8 ::.: \--,�M: PK SET" EL=93.88 / 86 ° FG --916`' 9 EL -91 97 0- _ �; O FU ¢ 11505 -- /UN _ Jj off, ! / soiplot , WF /o non-h%r; WF -8 � '1 NO //h WF -12 P - DE 1 4 �o co/ WF -7 i / ti50' �' I o 1500 G4LLON e^�ti IT 11 5( -2 LOT 19 �� 2 -COMPARTMENT f s1.7 18,437-* S.F. ( O MICRO AST 0.5 r / 11160 - ^ j SEPTIC TANK S h B' �% ,'`-' ?-2 / WF -13 0.42.1- AC. III TGs FG=91.8 m row �K" 23' • 15' F0' tO' , PROPOSED �l {J W WF -6 • 0 YFNT RET. WALL W \' ^ �\'! ` V w PROPoSfp IMP. &V1RIFfF I 1 1505-3 WF' -14 Bs LOT 20 w SIM 9 G PRAo- x TOP E�=193.5 3. 13 3 9. 15 344E S F. NFW I � TEC DOSE 4% �` farce! 20 I / 0.35i AC. .12 Y LEACHING I I \ (Lots 19 & 20) \ ` TOTAL AREA = 33,781 -5 �'3 + ��■ o 0 O WF T'5\ WF -4 p \ WF -16 12 06 MT)JTAL TiFDGE s ail \ WF -3 349p7A L•C'C 86 \_ »056' l \S 234350" Iy WF -2 \G SqA� 0, o �F 1 e � de`225� �tx0 20' 40' 60' Scale: 1 "=20' SCHEDULE OF ELEVATIONS (NOT TO SCALE) TOP OF FOUNDATION = 94.70 , = 87.20 MAIN SHALL BE INSTALLED INVERT AT BUILDING = 89.44 INVERT AT SEPTIC TANK (IN) i i I = 88.99 '°�'p.,,,b INVERT AT PUMP CHAMBER (IN) = 88.89 FG = 51.0 MINUS AT ALL ANGULAR FITTINGS. INVERT AT PUMP CHAMBER (OUT) = 3-B.G.(MIN) DESIGN CRITERIA i = 92.10 20 40 60 80 100 120 PUMP CAPACITY (GAL/MIN) MIN DOSE = (18')(tr)(0.083)2(7.481) + 330 GAL = 333 GAL/DOSE = 44.5 CF/DOSE SOIL GROUP = 2 CYCLE TIME = 1 DOSE/DAY DRAW DEPTH = 44.5 CF/DOSE / 35.02 CF/FT = 1.27 FT EMERGENCY STORAGE = 88.89 - 87.33 = 1.56 FT. = 1.56 FT x 35.02 CF/FT x 7.48 GAL/CF = 409 GAL (409 > 440 THEREFORE OK) PUMP CHAMBER NOTES. 1. CONTRACTOR SHALL FURNISH AND INSTALL A COMPLETE PUMP SYSTEM CONSISTING OF A SUBMERSIBLE TYPE SEWAGE EFFLUENT PUMP A SINGLE FORCE MAIN PIPE TO THE LEACHING FACILITY AND AN ELECTRICAL CONTROL PANEL AS SPECIFIED BELOW. 2. THE PUMP CHAMBER SHALL BE A PRECAST CONCRETE 1000 GALLON TANK AS MANUFACTURED BY SHEA CONCRETE PRODUCTS, INC. OF N.WILMINGTON, MA OR AN APPROVED EQUIVALENT. ALL UNUSED PIPE KNOCKOUTS SHALL BE MORTARED SOLID WITH ENTIRE VESSEL BEING MADE WATER TIGHT. 3. PUMP SHALL BE A WHR5 1/2 HP SUBMERSIBLE SEWAGE EFFLUENT PUMP OR EQUAL WITH 2 INCH DISCHARGE FLANGES. THE PUMP CHAMBER SHALL BE EQUIPPED WITH AMS -1 LEVEL CONTROLS (MERCURY FLOAT SWITCHES), A FLCA ALARM CONTROL, NEMA -1 ELECTRICAL CONTROL BOX, A 2" CHECK VALVE, THREADED PLUG FLOW THRU CLEANOUT & A 1/4" WEEP HOLE IN THE FORCE MAIN 6` FROM THE PUMP CHAMBER WALL WHERE IT EXITS THE PUMP CHAMBER. 4. THE HIGH WATER ALARM SHALL CONSIST OF A MERCURY FLOAT SWITCH (FLCA ALARM CONTROL) WITH A SEPARATE POWER CIRCUIT FROM THE PUMP. IT SHALL BE SET TO ACTIVATE ALARM IN HOUSE WHEN SEWAGE LEVEL REACHES THE ELEVATION SPECIFIED ON THE PUMP CHAMBER DETAIL. 5. ALL WIRING CONNECTIONS AND JUNCTION BOXES TO BE PLACED OUTSIDE OF THE HOUSE SHALL BE WATERPROOF AND/OR MOISTURE RESISTANT AND MUST BE INSTALLED BY A LICENSED ELECTRICIAN ACCORDING TO THE APPLICABLE CODES. 6. THE DISTRIBUTION BOX SHALL BE EQUIPPED WITH A "TEE" GLUED TO THE FORCE MAIN WITH THE BOTTOM OF THE HUB CUT 1" ABOVE THE FLOW UNE. 7. ANY BAFFLE OR TEE IN THE PUMP CHAMBER THAT OBSTRUCTS THE FORCE MAIN SHALL BE REMOVED. 8. THE CONTROL PANEL IS TO BE EQUIPPED WITH A SPRING LOADED, MANUALLY OPERATED PUSH BUTTON ON-OFF SWITCH FOR THE PUMP. 9. THE PUMP CONTROL PANEL SHALL PROVIDE 230 VOLT, SINGLE PHASE, 60 AMP POWER AND CURRENT FOR THE PUMP AND PUMP FLOAT CONTROLS. SEPARATE CIRCUITS AND MAGNETIC CONTACTORS SHALL ALSO BE PROVIDED FOR THE PUMP AND FLOAT LEVEL CONTROLS. 10. A GENERATOR HOOK,-UP/RECEPTACLE FOR BACKUP POVIEP, SHALL BE AVAILABLE IF REQUIRED FOR APPROVAL EXPERIENCE DESCRIBED IN 310 CMRDEPTH OF TEST; 21" tvOTip „ DEPTH OF TEST: 60" ELEVATION: 194.9 SCALE 15.018(2).". WAYNE A. CHOUINARD, P.E. RATE: 7 m°; RATE: 11 MPI q/,,�` / e \ foP 234350•• _ E 91.7 subc i Tot \ J ed on vl _� Il8556\ 0 / � jet � -- ♦a � ELM Op TOM: PK SET / / / / jjj u pPppC ,+.. 91.8 ::.: \--,�M: PK SET" EL=93.88 / 86 ° FG --916`' 9 EL -91 97 0- _ �; O FU ¢ 11505 -- /UN _ Jj off, ! / soiplot , WF /o non-h%r; WF -8 � '1 NO //h WF -12 P - DE 1 4 �o co/ WF -7 i / ti50' �' I o 1500 G4LLON e^�ti IT 11 5( -2 LOT 19 �� 2 -COMPARTMENT f s1.7 18,437-* S.F. ( O MICRO AST 0.5 r / 11160 - ^ j SEPTIC TANK S h B' �% ,'`-' ?-2 / WF -13 0.42.1- AC. III TGs FG=91.8 m row �K" 23' • 15' F0' tO' , PROPOSED �l {J W WF -6 • 0 YFNT RET. WALL W \' ^ �\'! ` V w PROPoSfp IMP. &V1RIFfF I 1 1505-3 WF' -14 Bs LOT 20 w SIM 9 G PRAo- x TOP E�=193.5 3. 13 3 9. 15 344E S F. NFW I � TEC DOSE 4% �` farce! 20 I / 0.35i AC. .12 Y LEACHING I I \ (Lots 19 & 20) \ ` TOTAL AREA = 33,781 -5 �'3 + ��■ o 0 O WF T'5\ WF -4 p \ WF -16 12 06 MT)JTAL TiFDGE s ail \ WF -3 349p7A L•C'C 86 \_ »056' l \S 234350" Iy WF -2 \G SqA� 0, o �F 1 e � de`225� �tx0 20' 40' 60' Scale: 1 "=20' SCHEDULE OF ELEVATIONS (NOT TO SCALE) TOP OF FOUNDATION = 94.70 BASEMENT SLAB = 87.20 MAIN SHALL BE INSTALLED INVERT AT BUILDING = 89.44 INVERT AT SEPTIC TANK (IN) = 89.20 FG = 91.2 MIN 4" TO PUMP CHAMBER(*) INVERT AT SEPTIC TANK (OUT) = 88.99 '°�'p.,,,b INVERT AT PUMP CHAMBER (IN) = 88.89 FG = 51.0 MINUS AT ALL ANGULAR FITTINGS. INVERT AT PUMP CHAMBER (OUT) = 3-B.G.(MIN) DESIGN CRITERIA TOP CULTEC UNIT = 92.10 LINES, BOTH PIPES SHALL MIN 6" :.. i, : '..,, v , DESIGN FLOW: 3 BEDROOM 0 110 G.P.D./BEDROOM, = 330 G.P.D. PRESSURE DOSE PIPE 150 PRESSURE PIPE AND A GARBAGE DISPOSAL UNIT IS NOT ALLOWED. INVERT 0 GALLEY(START)= 82.04 FG = 93.2 REQUIRED SEPTIC TANK: 330 G.P.D. X 200% = 660 MINIMUM 1500 GALLON REQUIRED INVERT @ GALLEY' (END) = 92.04 ' BOTTOM R CULTEC UNITS DESIGN GROUND WATER = 97.90 = 86.90 SEPTIC TANK PROVIDED: 1500 GALLON 2 COMPARTMENT SEPTIC TANK ( ) FORCE MAIN TRENCH DETAIL (NOT TO SCALE) *** NOTES + THE 2" SDR 26 PVC FORCE FINISHED GRADE MAIN SHALL BE INSTALLED WITH 3' MINIMUM COVER AND UNIFORM BACK PITCH o MIN 4" TO PUMP CHAMBER(*) •ono••a., °..mo- LOAM THRUST BLOCKS (40 LB. '°�'p.,,,b 4" MIN.) SHALL BE PROVIDED ® b'. •. MINUS AT ALL ANGULAR FITTINGS. CLEAN WHENEVER SEWER LINES • °'i.0 0 b '•; BACKFILL MUST CROSS WATER SUPPLY LINES, BOTH PIPES SHALL MIN 6" :.. i, : '..,, v , BE CONSTRUCTED OF CLASS , ; . OF 1/4" ,' 150 PRESSURE PIPE AND MINUS •; FM : SHALL BE PRESSURE TESTED SAND TO ASSURE WATER .-..' TIGHTNESS. PIPE MUST BE ' SLEEVED OR ENCASED IN CONCRETE FOR 10 FEET 2' SDR BEYOND CROSSING. 26 PVC (SLEEVE ENDS SHALL BE FORCE ENCASED IN CONCRETE) IF MAIN CONSTANT BACK PITCH CANNOT BE PROVIDED THE FORCE MAIN SHALL BE INSTALLED AT A MINIMUM DEPTH OF 4'. OLD SALT LANE H KETCH LN. 0 Z w W w c� N IW- 9ti� MARINER"SLANE 'z U LOCUS NOT TO SCALE REQUIRED SIZE LEACHING FACILITY STATE: (330 GPD/ 0.60 GPD/SF) = 550 SF CLASS 2 SOIL 0.60 GPD/SF EFFLUENT LOADING RATE 7 MPI DESIGN PERC RATE SIZE OF LEACHING FACILITY: CULTEC CONTACTOR 100 GALLEY AREA: BOTTOM AREA: 64' x 4' = 256sf, 256sf x 1.67 Design Credit = 427sf *** SIDE AREA: (64' + 64' + 4' + V = 136sf ***MODIFIED CERTIFICATION FOR GENERAL USE: PURSUANT TO TITLE 310 CMR 15.000. DATE OF ISSUANCE DECEMBER 17, 2003 BY THE TOTAL AREA = 427 sf + 136sf = 563sf DEPARTMENT OF ENVIRONMENTAL PROTECifON. SEE SECTION II 563 sf > 550 sf, therefore OK DESIGN STANDARDS, TABLE 2. SETYA CE DISPOSAL SYSTEMPROPOSED FOR A LOT A T.- 2 MARINERS LANE, YARMOUTH, MA APPLICANT: FRED COLLOTTA & RALPH GRAVALLESE PHONE: 28 HOLLY LANE (508) 309-3510 ASHLAND, MA 01721 SCALE: (AS NOTED) DATE: AUGUST 28, 2005 REVISED: DECEMBER 20, 2005 DESIGN: VVA DRAFTING: vvA- CHECKED: WPB TyAYNE A. CIIOUINARD, P.E. a WAYNE A. CHOCI1nL 2 MALDEN STREET No.45462 ,� NATICK, MA 01760 X508) 653-1003 J AN S' OF PROFILE OF SEPTIC SYSTEM MAIN UNIT. PRECAST CONCRETE COVER (NOT TO SCALE) TOP OF94.'7 BROUGHT UP TO WITHIN N FOUNDATIO0' OF FINISHED GRADE. PRECAST CONCRETE COVER \1"um- •CAST IRON MANHOLE 24' CAST REMOTE BROUGM UP TO WITHIN E & COVER IRON MANHOLE y V OF FINISHED GRADE INISHED GRADE FRAME h COVER 100.5 RIM= 91b (I I- •� •: Irti/��%Tim �/r�� tel! � '�. i, I r /,977 / 4• e 36' MAX" 12' MIN. 24' 36' MX. ELEC. z CONTROL ,� 4'SCH Im PVC 3' VENT SAB ELEV.- •• 17L MINSLOPE O N mOTHER SWAM HORIZON AND TO THE SPECIFIED DISTANCE AROUND THE LEACHING FACILITY ', MO7�TRIC °INNERSURFACENODEPTH FROM -1- C0� DEPTH FROM SOL MOm1N0 1 HORIZON NOR DO PUMP TO BE DIRECTLY BELOW aII�I t COIF Mo HORGUM 87.2 b - 4" MIN.) SHALL BE PROVIDED 6 .,. . ob o •' o' MINUS AT ALL ANGULARFITTINGS. fi 1 f 5 2 f 91.7\ f 0 - 7' 0 t0YR3/2 NONE 0 - 6" Ap MANHOLE NONE 0 - 6' Ap ',$ 10YR3/2 NONE 'f. • 7 - 14' E 1OYR4/1 NONE SANDY LOAM 6 - 25" 00,0 `: LIQUIDn �� " Bw F.A.S.T. 10YR5/6 NONE MED. SAND 74 - 25' BW t0YR3/6 NONE NEO. SAND 25 - 62" 2' SCH 40 PVC THREADED 2.5Y6/4 NONE MED. SAND 26 - 41' C1 ' 'v� o�'I u 25 - 120. CI 2.5Y7/4 >5%19 MED. SAND 62 - 186 C2 �+ •' FINE SAND 41 - 146 C2 2.SY4/4 >5%0 vfSANDY LM 42 - 120 C2 2.5Y4/4 >5%0 PLUG cLEANOLrT 60" CONSTANT f v aD 72' 77 .. t0YR5/8 2' SCH 40 PVC CHECK VAVLE tI4' WEEP 10YR5/,8 BACK PffCH SHAD. BE _ 48' HOLEO, r ALARM ON 87.33 �� ° ° ° ° ° ED FROM DNBOX UTILIZING MATERIAL SPECIFIED IN GENERAL NOTE #7. - 7 . LIQUID .. 0000 - I 86.83 PUMP CHBACK AMBER 8 10' MIN. (OFFSET' DISTANCE) DEPTH COMPCOMP. .:, 1q„ 2 M° PUMP 85.56 TO PROVE o, 500 GAL 1000 GAL •. RAD BACIK DRAINAGE WFEF� ° ° 1. ALL SANITARY TEES SHALL BE 4' SCNNOTES 7. .• .,t ♦ V ..:..:•...:... ;..r: ,, :.:.�?':.:.. 4..� ••.rfw« : •.': •!.�.y;::' ..•• �r9*' •' '• ' 1' • _ 9 84.64 TO HOLE 40 PNC BROUGHT TO THE CENTERLINE •'' .:i�' .. ' a CFNMBER BOTBIM OF TANK oao�OOQa000�o�$o�000�000��a�oQa�O�a _ .. L: 'T '•• . 0.4 HP MEYERS 2. All, SOLID V SCH 40 PVC PIPE Oo o0oA0oeo0o.o00.o0o oOo.o0oeo0oeo0o a ...° .. .. .... .:. EFFLUENT PUMP SHALLE CONSTRUCTED WITH WATER �-- 6. OF COMPACTED. CRUSHED STONE BELOW TANKTIG--� o�00000�000�000�000�000�o�o�000�000�oaoo o LT J °OF °CRUSHEDsr0°E ° TANK & PUMP CHAMBER MICROFAST 0.5 S COMPACTED, �; TANK %A ° 3. ALL SEPTIC CONSTRUCTIONON SHALL WITH SEPTIC TANK PUMP CHAMBER G -TITLE 5. TUE 5. 310 CMR I PROVIDE SOIL LAB TESTING RESULTS. 8. SEPTIC TANK (SHE; TAW) (MONOUn9C TANK) LIQUID & OUTLET TEE CAPACITY 1500 GALLONS ALL CAPACLIY 1000 GALLONS ALL TABLE UNUSED KNOCKOUTS SHLL1. BE UNUSED KNOCKOUTS BE LIQUID OiJRET TEE MORTARED SOLID (3' THICKNESS) MORTARED SOLID (3' THICKNESS) 4814 60" 19' 72" 24' 62n,VrH W f f 1505- f 62n DTH o f f f5O5- IiinRTH Of f f505-3 DTH o f f f505-4 DATE; 11/15/0 WITNESS•B_M• DATE: 11/15/05 WRNESS:B_M• DATE: 11/15/2 WITNESS:b_M• UAE:I III D/yu WFFNE55:°_""• ° �� mOTHER SWAM HORIZON AND TO THE SPECIFIED DISTANCE AROUND THE LEACHING FACILITY CR MO7�TRIC °INNERSURFACENODEPTH FROM H¢ N C0� DEPTH FROM SOL MOm1N0 1 HORIZON NOR DO OIL Morrum aII�I HORIZON COIF Mo HORGUM CO b - 4" MIN.) SHALL BE PROVIDED 6 .,. . ob o •' o' MINUS AT ALL ANGULARFITTINGS. 1 f 5 2 f 91.7\ \atG�,y 0 - 7' 0 t0YR3/2 NONE 0 - 6" Ap 1DYR3/2 NONE 0 - 6' Ap 1OYR3/2 NONE 0 - 6' Ap 10YR3/2 NONE "' . . 7 - 14' E 1OYR4/1 NONE SANDY LOAM 6 - 25" BW 10YR5/6 NONE MED. SAND 6 - 26" Bw IOYRS/6 NONE MED. SAND 6 - 12" BW 10YR5/6 NONE MED. SAND 74 - 25' BW t0YR3/6 NONE NEO. SAND 25 - 62" C1 2.5Y6/4 NONE MED. SAND 26 - 41' C1 2.5Y4/3 NONE MED. SAND 12 - 42" Ct 2.5Y4/3 NONE MED. SAND 25 - 120. CI 2.5Y7/4 >5%19 MED. SAND 62 - 186 C2 .5Y4/3 >5%o FINE SAND 41 - 146 C2 2.SY4/4 >5%0 vfSANDY LM 42 - 120 C2 2.5Y4/4 >5%0 FdSANOY LM 60" 66' 72' 77 t0YR5/8 t0YR5/8 10YR5/,8 t0YR5/8 REFUSAL- NOT DETERMINED REFUSAL: NUL UtItKMMNtU wuv RSM VL! m im . . !'y' ba.L", DEPTH 10 GRDU I)NAI tr DEPTH TO GROIIMTMAtER: DEPTH 10 GROUNDNATM DEM 70 GROU NDWATEt srANDNE: 74" wEmUNa 74• EST SEAS M2: 60' Swmjo: 144' ' wEm2G: 106" mr SEs N(. t 6C Sww;G: 142" wapm 96• ESE sFAS ma 72� SUNIND: NONE wmmm 90' EST SEAS MOLL: Zr PERC TEST DATA DATE OF TESTING: 18 OCTOBER 1995 TEST BY: ED KELLY " 1 CERTIFY THAT ON 6/98 1 HAVE PASSED WITNESSED BYTHE : YARMOUTH BOH PUMP PERFORMANCE CURVE THAT THE ISOILOTE�NG HAS BEEN PROVED BY E.P. AND Pr -1 PERFORMED BY ME CONSISTENT WITH THE RAS OF TEST: 58' <2moi REQUIRED TRAINING, EXPERTISE AND PT -2 28 24 uw 20 z 0 16 U-1 12 8 20 40 60 80 100 120 PUMP CAPACITY (GAL/MIN) MIN DOSE _ (18')(Tr)(0.083)2(7.481) + 330 GAL = 333 GAL/DOSE = 44.5 CF/DOSE SOIL GROUP = 2 CYCLE TIME = 1 DOSE/DAY DRAW DEPTH = 44.5 CF/DOSE / 35.02 CF/FT 1.27 FT EMERGENCY STORAGE = 88.89 - 87.33 = 1.56 FT. = 1.56 FT x 35.02 CF/FT x 7.48 GAL/CF = 409 GAL (409 > 440 THEREFORE OK) PUMP CHAMBER NOTES.• A A COMPLETE AND INSTALL 7. CONTRACTOR SHALL FURNISH PUMP SYSTEM CONSISTING OF A SUBMERSIBLE TYPE SEWAGE EFFLUENT PUMP, A SINGLE FORCE MAIN PIPE TO THE LEACHING FACILITY AND AN ELECTRICAL CONTROL PANEL AS SPECIFIED BELOW. 2. THE PUMP CHAMBER SHALL BE A PRECAST CONCRETE 1000 GALLON TANK AS MANUFACTURED BY SHEA CONCRETE PRODUCTS, INC. OF N.WILMINGTON, MA OR AN APPROVED EQUIVALENT. ALL UNUSED PIPE KNOCKOUTS SHALL BE MORTARED SOLID WITH ENTIRE VESSEL BEING MADE WATER TIGHT. 3. PUMP SHALL BE A WHR5 1/2 HP SUBMERSIBLE SEWAGE EFFLUENT PUMP OR EQUAL WITH 2 INCH DISCHARGE FLANGES. THE PUMP CHAMBER SHALL BE EQUIPPED WITH AMS -1 LEVEL CONTROLS (MERCURY FLOAT SWITCHES), A FLCA ALARM CONTROL, NEMA -1 ELECTRICAL CONTROL BOX, A 2" CHECK VALVE, THREADED PLUG FLOW THRU CLEANOUT & A 1/4' WEEP HOLE IN THE FORCE MAIN 6" FROM THE PUMP CHAMBER WALL WHERE IT EXITS THE PUMP CHAMBER. 4. THE HIGH WATER ALARM SHALL CONSIST OF A MERCURY FLOAT SWITCH (FLCA ALARM CONTROL) WITH A SEPARATE POWER CIRCUIT FROM THE PUMP. IT SHALL BE SET TO ACTIVATE ALARM IN HOUSE WHEN SEWAGE LEVEL REACHES THE ELEVATION SPECIFIED ON THE PUMP CHAMBER DETAIL. 5. ALL WIRING CONNECTIONS AND JUNCTION BOXES TO BE PLACED OUTSIDE OF THE HOUSE SHALL BE WATERPROOF AND/OR MOISTURE RESISTANT AND MUST BE INSTALLED BY A LICENSED ELECTRICIAN ACCORDING TO THE APPLICABLE CODES. 6. THE DISTRIBUTION BOX SHALL BE EQUIPPED WITH A "TEE' GLUED TO THE FORCE MAIN WITH THE BOTTOM OF THE HUB CUT 1" ABOVE THE FLOW UNE. 7. ANY BAFFLE OR TEE IN THE PUMP CHAMBER THAT OBSTRUCTS THE FORCE MAIN SHALL BE REMOVED. 8. THE CONTROL PANEL IS TO BE EQUIPPED WITH A SPRING LOADED, MANUALLY OPERATED PUSH BUTTON ON-OFF SWITCH FOR THE PUMP. 9. THE PUMP CONTROL PANEL SHALL PROVIDE 230 VOLT, SINGLE PHASE, 60 AMP POWER AND CURRENT FOR THE PUMP AND PUMP FLOAT CONTROLS. SEPARATE CIRCUIT'S AND MAGNETIC CONTACTORS SHALL ALSO BE PROVIDED FOR THE PUMP AND FLOAT LEVEL CONTROLS. 10. A GENERATOR HOOK-UP/RECEPTACLE FOR BACKUP POWER SHALL BE AVAILABLE IF REQUIRED FOR APPROVAL. EXPERIENCE DESCRIBED IN 310 CMRDEPTH OF TEST. 60" 15.018(2).", WAYNE A. CHOUINARD, P.E. r3y RATE: 7 moi CENERAL NOTES 1. ALL ELEVATIONS REFER TO AN ASSUMED DATUM. MIN. 27- PITCH ACROSS SYSTEM --►- 2. SEE LOCATION OF BENCHMARK ON PLOT PLAN. 3. THIS PLAN IS INTENDED FOR THE DESIGN AND CONSTRUCTION OF THE SEWAGE DISPOSAL SYSTEM ONLY. 2" SDR26 PRESSURE DOSE LINE CULTEC 410 4. FINISHED GRADE TO BE PERFORMED IN ACCORDANCE WITH PLOT PLAN. 1/4" ORIFICES @ 2 FT ON CENTER FILTER FABRIC 5. ALL CONSTRUCTION SHALL CONFORM WITH TITLE 5 OF 1995 AND WITH THE BOARD OF HEALTH REGULATIONS FOR THE TOWN OF YARMOUTH. STARTING UNIT ADDITIONAL UNITS 0 6. THE ENTIRE A & B SOIL HORIZONS AND ANY ADDITIONAL DELETERIOUS ° ° 0 o MATERIAL(S) SHALL BE REMOVED FOR A DISTANCE OF 6" INTO THE Cl SOIL 0 00 23430 E \-- . ... 91.7 ° ed an t7 FEN+ 8$,56• x ,� / � Stns m � DOD �GaloH T�� 'C'" `• ES SET/ / FG=91.6 A►��`� L 8388 Gru19 1.6 � WF -11 _ RNA i FA( s 115 111 S• O o =� CK s017 plot • yIF � 7LY 938 g2 tnL`i�+ ' non-hydnc 0 u, WF -8 f 0/ I� WF -7 : BH a tray w 50' 1500 GALLON i N, �� 03 `� LOT 19 � ( CO -COMPARTMENT A2 18 437-4 S.F.S F ( O MICRO -FAST 0.5 so ti , ! s g t11y0, SEPTIC TANK • �y WF -13 0.42± AC n FG=91.8 1W m 2 O WF -6 23' 0 t • PRO -POSED � ( �•j. POS£D 1505-3 \m LOT 20 m SlABA WF -14 s a EZ=g3.5� G� S. ' I 153441 F. t2 TEC G4M d 1 \ Map 140 i 0. J5± AC. LEALYNNG AWA 1 ))) , (Lots Par 19!& 20) •� \ c \ 0° TOTAL AREA = 33,781 5 �� ++" �•r. l\ \- WF -T5 WF -4 OF ° ° ° TOP OF FOUNDATION HORIZON AND TO THE SPECIFIED DISTANCE AROUND THE LEACHING FACILITY BASEMENT SLAB MAIN SHALL BE INSTALLED = 87.20 INVERT AT BUILDING = 89.44 INVERT AT SEPTIC TANK st.8 PK SET \^�Mi = 89.20 FG = 91.2 EL=91.97 OUT) = 88.99 lit = 88.89 FG =91.0 b - 4" MIN.) SHALL BE PROVIDED 6 .,. . ob o •' o' MINUS AT ALL ANGULARFITTINGS. 1 f 5 2 f 91.7\ \atG�,y oo',. • � •'.p R ° ; bo BACKFILL MUST CROSS WATER SUPPLY LINES, BOTH PIPES SHALL MIN 6" ^.. . `.. s BE CONSTRUCTED OF CLASS OF 1/4" "' . . 150 PRESSURE PIPE AND MINUS •,. FIM " " SHALL BE PRESSURE TESTED SAND TO ASSURE WATER TIGHTNESS. PIPE' MUST BE o ° ° CONCRETE FOR 10 FEET 2' SDR AS SHOWN IN PLAN VIEW. THE EXCAVATION SHALL BE BACK FILLED 26 PVC (SLEEVE ENDS SHALL BE FORCE ENCASED IN CONCRETE) IF MAIN CONSTANT BACK PITCH CANNOT BE PROVIDED THE FORCE MAIN SHALL BE INSTALLED AT A MINIMUM DEPTH OF 4. ° ° ° ° ° UTILIZING MATERIAL SPECIFIED IN GENERAL NOTE #7. ° M° ° ° 7. SELECT IMPORTED SEWER GRAVEL SHALL SATISFY THE SIEVE GRADING o ° ° ° ° ° o o ° ° ° ° REQUIREMENTS OF TITLE 5 SEC. 15.255(3) AND CONTRACTOR SHALL ° ° ° ° ° O o ° ° ° o ° PROVIDE SOIL LAB TESTING RESULTS. 8. TIGHT JOINT PIPING SHALL CONSIST OF 4" SCH. 40 PVC UNLESS LENGTH FIRST 2 UNITS = 15.4' J" EACH ADDITIONAL UNIT= 7.7'-•"{ 9. OTHERWISE NOTED. IN CASES WHERE LEDGE OR BOULDERS ARE PRESENT, THE DESIGN ENGINEER, *** CUSTOM UNIT SIZES TO BE4' WILL NOT BE RESPONSIBLE FOR ASSURING THE AMOUNT OF ROCK CUT ON SITE AS REQUIRED SCREENED VENT - � OR CHARCOAL- FILTER TO BE ENCOUNTERED. 3' MINIMUM 3' T°p 10. THE DESIGN -ENGINEER WILL NOT BE RESPONSIBLE FOR THE PERFORMANCE TYPICAL CULTEC GALLEY "_ES LENGTH = 6s• DOSE u__ P` 9" MIN. COMPACTED SAND FILL OF THIS SYSTEM UNLESS CONSTRUCTED AS SHOWN HEREON. ANY LAYOUT DETAIL ��--_-,�JjES$URE ` �, LNE ti' ALTERATIONS MUST BE APPROVED IN WRITING BY THE DESIGN ENGINEER. NOT TO SCALE EFFECTIVE_ - ( ) 12.5" PRESSURE D06E ��, `� 11. HEAVY MACHINERY SHALL NOT BE PERMITTED TO PASS OVER THE CULTEC 100 UN IS DEPTH 6• --, 1 I Y' ` bY,., "`' "" TITLE 5 SEPTIC LEACHING FACILITY. -------- t2" t`-- TEc4,� 12. THERE ARE NO KNOWN WELLS OR WETLANDS WITHIN 100' OF THE 'CULTEC CHAMBERS AVAILABLE FROM " 36" _______UNrr LENGTH- 96' 65• FILTER FABRIC PROPOSED LEACHING FACILITY, UNLESS AS OTHERWISE SHOWN HEREON. KURT S. MASTERS CULTEC, INC. RR1, Box 692 870 FEDERAL ROAD CONTACTOR 100 GALLEY DETAIL ti.r - .,•_,.i. . �� °_" '`:> • -.^•, -- ' -TITLE 5 SEPTIC GRAVEL 13. THE ENTIRE SOIL ABSORPTION SYSTEM SHALL BE STAKED AND FLAGGED I MILAN, NH 03588 BROOKFIELD, CT 06840 CHAMBERS ARE To BE LAID LEVEL' T- AFTER CONSTRUCTION AND SHALL REMAIN IN PLACE UNTIL A CERTIFICATE (603) 449-6797 (800) 428-5832 ( t ROW, TOTAL 12 CULTEC 100 UNITS) 4a' OF COMPLIANCE IS ISSUED BY THE BOARD OF HEALTH. (NOT TO SCALE) 14. THE RECORD SEPTIC INSTALLER AND THE SEPTIC SYSTEM DESIGN ENGINEER DEEP TEST HOLE DEEP TEST HOLE >#2 SHALL PROVIDE WRITTEN CERTIFICATION AND AN AS -BUILT PLAN IN DATE 10 19 95 WITNESS:v_BOH BB SURF ELEv:2 oATWL 20 WITNESS: E-2-- ACCORDANCE WITH 310 CMR SEC. 15.021. ,,,, FIM SURFACE 7KfR120N SOIL L I COLOR s� MOTTLING °ITER OEPFH iAOM WL S01L SOIL SNL OTHER COPI7ROL IEA 1D BE PROPL70.Y AMOCO 1380 SCT STOP 15. THE DESIGN ENGINEER SHALL STAKE THE SEPTIC SYSTEM FOR CONSTRUCTION. o - a" 0 NONE " SURFACE 0 - 5 FIORWN 0 O01g2 M°tIT"M 10YR3/2 NONE AMOCO 13BD SET STOP 77 aGPOST mm A'� TMi0"0H01lT CON "O' (� �) � F�OFI NL,� 16. THE PROJECT SITE IS NOT LOCATED IN A NITROGEN SENSITIVE AREA.. 4" -- 5' 5" - 8" E 8 IOYR3/2 10YR6/1 t0YR6/4 NONE NONE MED: SAND MED. SAND 5; - 6" E t0YR6/1 NONE MED. SAND (OR EMW4 &w till" 19KINY STAKE (2) PER BALE siTATKIN BARBER TO BE INSTALLED ■ ■ 17. THE SEPTIC SYSTEM COMPONENTS ARE NOT TO BE CONCEALED WITHOUT 8" - 36" C t0YR6/4 NONE FINE SAND 6 - 18" 18" - 36" B C1 t0YR6/4 NONE 10YR6/4 NONE MED. SAND FINE SAND ISL p TO OppA, D151LUIB ONLYnTOSEAREAs NBCk53ARY STAKE INSPECTION AND APPROVAL BY BOTH THE LOCAL BOARD OF HEALTH AND �6" - 48' 36" - 48" C' C2 3 t0YR5/3 10YR7/3 NONE NONE F -M SAND NE SAND 36` - 126 C2 10YR5/3 NONE F -M SAND PLACE IN HAYBAES AND/OR F(R OEVELAP1LEtT. FLOW-- ■ THE DESIGN ENGINEER. IFEfl13Y: NOT DETERMINED aEElrsAt: NOT DETERMINED MLT FENIME TO BE - PF�\E AS M W NATURAL NTGETA- (UPLAND) TCN AS POSSIBLE 18. MASSACHUSETTS LAW REQUIRES THAT DIG -SAFE BE NOTIFIED PRIOR TO ANY DEPTH TO OROL%KMTM DEF" TO GROUNDMATM STANDING _ wmnwk ,NONE_ ISI SEs MGH: 96" srmDm NONE M'E 7m. NONE EST SEAS H : 84" ., : • ^a ., . Ia "/ � � `• ' , .''.', ' ••• ^ INSPECTIONS SHAL BE FiEgFF7IT NO MOOD POST REPAIRA EPIAEIOIr SHALL BE MADE ° � evfr EXCAVATION. • jHA ;. PROr"`Y181 ' ° 19. ALL EXISTING UNDERGROUND UTILITIES SHOWN HEREON ARE APPROXIMATE IN PERC TEST DATA `MATT1E sDI;� a=smym BALES. TU 1?E REMOVED TIEtA THEY "Ave Sam TFI,I usuumm PLAN Mm LOCATION AND SHOULD BE FIELD VERIFIED BY THE CONTRACTOR. DATE OF TESTING: 18 OCTOBER 1995 ALL DISTURBED AREAS 10 HAVEPEIMANIELT 20. SEPTIC CONTRACTOR TO VERIFY EXISTING SOIL PIPE LOCATION AND ELEVATION TEST BY,. ED KELLY VEWrA710N AS SOON AS POS9°lE. PRIOR TO BEGINNING SEPTIC CONSTRUCTION. WITNESSED BY:YARMouTH BOH PERC 1 ECB DETAIL DEPTH OF TEST: 21" - NOT To SCALE ELEVATION: 194.9 RATE: 11 MPI 00 23430 E \-- . ... 91.7 ° ed an t7 FEN+ 8$,56• x ,� / � Stns m � DOD �GaloH T�� 'C'" `• ES SET/ / FG=91.6 A►��`� L 8388 Gru19 1.6 � WF -11 _ RNA i FA( s 115 111 S• O o =� CK s017 plot • yIF � 7LY 938 g2 tnL`i�+ ' non-hydnc 0 u, WF -8 f 0/ I� WF -7 : BH a tray w 50' 1500 GALLON i N, �� 03 `� LOT 19 � ( CO -COMPARTMENT A2 18 437-4 S.F.S F ( O MICRO -FAST 0.5 so ti , ! s g t11y0, SEPTIC TANK • �y WF -13 0.42± AC n FG=91.8 1W m 2 O WF -6 23' 0 t • PRO -POSED � ( �•j. POS£D 1505-3 \m LOT 20 m SlABA WF -14 s a EZ=g3.5� G� S. ' I 153441 F. t2 TEC G4M d 1 \ Map 140 i 0. J5± AC. LEALYNNG AWA 1 ))) , (Lots Par 19!& 20) •� \ c \ 0° TOTAL AREA = 33,781 5 �� ++" �•r. l\ \- WF -T5 WF -4 kRom J -`' BARRIER &\ C'\ \ / 1 cP ` A1(FiTAL HEDGE \ \ S WF -16 p7A WF -3F-3 349��o�_ � \ L "C\ \ as \ 1 /tO S6. ° R 0' 20' 40' 60' � ^ Scale: 1 "=20' � e B8 225.1 �\ 50 W WF -2 �9b SCHEDULE OF ELEVATIONS TOP OF FOUNDATION = 94.70 BASEMENT SLAB MAIN SHALL BE INSTALLED = 87.20 INVERT AT BUILDING = 89.44 INVERT AT SEPTIC TANK st.8 PK SET \^�Mi = 89.20 FG = 91.2 EL=91.97 OUT) = 88.99 INVERT AT PUMP CHAMBER (IN) = 88.89 FG =91.0 b - 4" MIN.) SHALL BE PROVIDED 6 .,. . ob o •' o' MINUS AT ALL ANGULARFITTINGS. 1 f 5 2 f 91.7\ \atG�,y oo',. • � •'.p R ° ; bo kRom J -`' BARRIER &\ C'\ \ / 1 cP ` A1(FiTAL HEDGE \ \ S WF -16 p7A WF -3F-3 349��o�_ � \ L "C\ \ as \ 1 /tO S6. ° R 0' 20' 40' 60' � ^ Scale: 1 "=20' � e B8 225.1 �\ 50 W WF -2 �9b SCHEDULE OF ELEVATIONS TOP OF FOUNDATION = 94.70 BASEMENT SLAB MAIN SHALL BE INSTALLED = 87.20 INVERT AT BUILDING = 89.44 INVERT AT SEPTIC TANK IN) = 89.20 FG = 91.2 INVERT AT SEPTIC TANK OUT) = 88.99 INVERT AT PUMP CHAMBER (IN) = 88.89 FG =91.0 b - INVERT AT PUMP CHAMBER (OUT) = 3 B.G. MIM DESIGN CRITERIA TOP CULTEC UNIT = 92.10 DESIGN FLOW: 3 BEDROOM ®i10 G.P.D./BEDROOM, = 330 G.P.Q. PRESSURE DOSE PIPE A GARBAGE DISPOSAL UNIT IS NOT ALLOWED. INVERT 0 GALLEY (START) = 92.04 FG = 93.2 REQUIRED SEPTIC TANK: 330 G.P.D. X 200% = 660 MINIMUM 1500 GALLON REQUIRED INVERT 0 GALLEY (END) = 92.04 BOTTOM OF CULTEC UNITS = 91.00 SEPTIC TANK PROVIDED. 1500 GALLON 2 COMPARTMENT) SEPTIC TANK DESIGN GROUND WATER = 86.90 FORCE MAIN TRENCH DETAIL (NOT TO SCALE) *** NOTES *** THE 2" SDR 26 PVC FORCE FINISHED GRADE MAIN SHALL BE INSTALLED WITH 3' MINIMUM COVER AND UNIFORM BACK PITCH MIN( 000' G•: ».qtr OAM LB. THRUST BLOCKS (40 b - 4" MIN.) SHALL BE PROVIDED 6 .,. . ob o •' o' MINUS AT ALL ANGULARFITTINGS. ;o © ro CLEAN WHENEVER SEWER ONES oo',. • � •'.p R ° ; bo BACKFILL MUST CROSS WATER SUPPLY LINES, BOTH PIPES SHALL MIN 6" ^.. . `.. s BE CONSTRUCTED OF CLASS OF 1/4" "' . . 150 PRESSURE PIPE AND MINUS •,. FIM " " SHALL BE PRESSURE TESTED SAND TO ASSURE WATER TIGHTNESS. PIPE' MUST BE SLEEVED OR ENCASED IN CONCRETE FOR 10 FEET 2' SDR BEYOND CROSSING. 26 PVC (SLEEVE ENDS SHALL BE FORCE ENCASED IN CONCRETE) IF MAIN CONSTANT BACK PITCH CANNOT BE PROVIDED THE FORCE MAIN SHALL BE INSTALLED AT A MINIMUM DEPTH OF 4. OLD SALT LANE I=- KETCH LN. 0' 0 Z � w. � l .1 Of fn � W H yy MARINER„S LANE Z CSF LLA ti U I' �9} LOCUS NOT TO SCALE I REQUIRED SIZE LEACHING FACILITY.- STATE. ACILITY:STATE: (33D GPD/ 0.60 GPD/SF) = 550 SF CLASS 2 SOIL 0.60 GPD/SF EFFLUENT LOADING RATE 7 MPI DESIGN PERC RATE" SIZE OF LEACHING FACILITY: CULTEC CONTACTOR 100 GALLEY AREA: BOTTOM AREA: 64' x 4' = 256sf, 256sf x 1.67 Design Credit = 427sf *** SIDE AREA: (64 + 64 + 4 + 4' 136sf ***MODIFIED CERTIFICATION FOR GENERAL RA L USE: PURSUANT TO TITLE 5 310 CMR 15.000. DATE OF ISSUANCE DECEMBER 17, 2003 BY THE TOTAL AREA = 427 sf + 136sf = 563sf DEPARTMENT OF ENVIRONMENTAL PROTECTION. SEE SECTION II 563 sf > 550 sf, therefore OK DESIGN STANDARDS, TABLE 2.