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Home My WebLink AboutEngineer Plansr -FINISH GRADE OVER D -BOX= 19.5'1 FINISH GRADE OVER CHAMBERS 19.21-19.81 GENERAL NOTE!.`z'.4 T,O.F1 EL.= 20.4± I SLOPE @ 2% MIN- OVER SYSTEM UNI.,ESS OTHERWISE NOTED, ALL SYSTEM COMPONENTS AND CONSTRUCTION PROVIDE EXTENSION RISER REMOVABLE WATER -TIGHT COVER OVER 3W'TO 1-1/2" DOUBLE WASHED WITH COVER OVER INLET & FINISH GRADE OVER TANK EL.= STONE TO CROWN OF PIPE METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL RISER TO WITHIN 6'OF FINISHED GRADE 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS CODE AND ANY APPLICABLE LOCAL RULES, OUTLET TO WITHIN 6'OF RG 20.0'± MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2" OF 118" TO 1/2" DOUBLE WASHED FINISHED GRADE f-6, DIA. OUTLET(S) FOUNDATION 20. V+ STONE OR GEOTEXTILE FILTER FABRIC 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE @ I I 1 -.1, 1 1 1 = , DESIGN ENGINEER. 21"MtN. ACCESS 9'MIN. COVER (3 TYP.) 36'MAX. TOP OF SAS= 17.33' PLACE RISERS ON ALL 3- 4" SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL 9" MIN� Mik CHAMBERS TO WITHIN SYSTEM UNLESS OTHERWISE NOTED. PROP. SCH. 40 /-PROP. SCH, 40 36" MAX. 16.50' 36'MAk 6" OF FINISHED GRADE PVC SEWER BREAKOUTEL= 17.001 PVC SEWER AS SHOWN ON PLAN 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 2" DROP MIN. ELEVATION = 17,09 FOR A DISTANCE OF 15' AROUND THE PERIMETER OF THE SAS. UNLESS A PE 6" 3" 3" 9" L=12'i 7- 40 Wk. GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S. AND THE TOP OF MIN, SLO 3" DROP MAX�� MIN- Lj; 1% PROVIDE WATERTIGHT C JOItATS (TYP) THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION, 13 4" PVC IN FROM 3 0 41f OUT ro 0 0 0:) 5, SLOpt_-_ ALL SOLID PIPE AT 1.0% MINIMUM. LEACHING FA 00 14" 17.50 SEPTIC TANK I '��ILITY 6, THIS �YSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL, C�_ ` = I= r___1 = = 0 1 E�] [__1 INLETTEE 00 7- LOCA( - BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK 17.76 LOUTLE-T TEE 16V' -MIN. 163(y 2, C>C = = F==- - r- - �, :::, (::> D CDC> CDC> 00 6CCL� C>C> FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS F_ NOT TO BE 13ACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH 6" CRUSHt:,D STONE 1100 CD C> DIRECTI, ](UNDER RISERS OVER ME(.,HANICALLY AND I)ESIGN ENGINEER. TEE$ TO BE CENTERED BAFFLE I 11,7'OFFSET TO FND COMPACTIED BASE 4ff 4.0' 8, ELEVATIONS BASED ON APPROXIMATE M S1, DATUM. BENCHMARK ELEVATION OF 20,00' 5 OUTLET DISTRIBUTION BOX 8.5'ITYP) __4�83' ESTAfILISHED ON A NAIL SETIN FENCE AS SHOWN ON PLAN. ____1 (TYP-) L ED ON A LEVEL STABLE TO BE INSTALL 9� CONI RACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION 6" CRUSHED STONE 25ff )v adjusted) BASE. FIRST TWO FEET OF OUTLET GROUND WATER ELEV,= OMPACTED BA I I THROUGH DIG -SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT ER MECHANICALLY 10.50' 1, Z, SE 14.50' PIPES TO BE LAID LEVEL, 1-888-L)IG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES PROPOSED 1,500 GALLON CONCRETE SEPTIC TANK 6MIN, REODj CHAMBER END VIE 2 500 GALLON CHAMBERS 4'PROP. (See Gen, Note #213) vv� TO THE DESIGN ENGINEER PTH 5:B_" (Dimensions per CROSS SECTION VIEW LENGTH 10'-6' WIDTH _5L -_K DE T_��ICAL CHAMBER PROFILE 10. ALL JOINTS MERE PIPE ENTERS AND EXITS CONC_ STRUCTURES SHALL BE MADE WATERTIGHT. U 410N BOX W: H - 10 C, k C I �� I SEPTIC TANV,,, PROFILE AcmElshorey) DISI'RIBU VA 1 L -TERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONING NOT TO SCALE : " I � 11 1�1 11, NO DL NOT TO SCALE NOT TO SCALE REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM TEST PIT DATA APPROPRIATE AUTHORITY. N/A PERC NO. 12. ALL Sr� _pTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED ZA, x INSPECTOR, Mallory Langler (BOH) UNDE R MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR TRAVI--� LED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. 1100 E I I EVALUATORi Michael Pimentel, EIT,_CSE C.S.E. APPROVAL DATE: Oct, 27,1999 13, DOW E WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. DATE- Febrq�! �9, 20��_l 14. WH&!E REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. TEST PIT W, REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15255(3)� ELEV TOP 1k N y", ELEV WATER 10,50, 15, CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN W", SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. PERC RATE 2 min./inch 16- PROPOSED PROJECT IS LOCATED WITHIN� PROPOSED INSPECTION PORT 77, V'- 50" MAP 57 DEPTH OF PERC 'k� ASSESSOR'S MAP 57 LOT 30 LOT 31 ''A -i 4�_ PROPOSED TW) (2) TEXTURAL CLASS, �mwj , , L� - — I OWNER OF RECORD- MICHAEL SMITH cto ERIN PREWANDOWSKI A 600 -GALLON LEACHING , "I 'A - 40 FNB Be;��,mark CHAMBERS wl STONE ADDRESS. 7 PHEASANT RUN e ail Set in Fence TAUNTON, MA 02780 MAP 57 V No Mottling Observed LOT 30 ING 14` EXIST, 6,500-+ S.F. *BASED ON THE CAPE CO' > DESIGN DATA LEGEND COMMISSION METHOD DWELLING INDEXVVE'LL: MIW-29 EXISTING SPOT GRADE R -LEVEL RANGE ZONE: A 240' NUMBER OF BEDROOMS (EXISTING) 2 WATE WATER DEPTH READING: 8.69' EXISTING CONTOUR NUMBER OF BEDROOMS (DESIGN) 3 MIN, PER TITLE 5 WATER DEPTH READING DATE� JAN. 2021 Z, -LEVEL ADJUSTEMENT. 2LOO' '50 WATER PROPOSED CONTOUR HC -2 DESIGN FLOW 110 _GALIDAYIBEDROOM GALIDAY PROPOSED SPOT GRADE 4" TOTAL DESIGN FLOW 330 MAR 3 0 2021 *v DESIGNFLOW x 200 660 GAUDAY EXISTING UNDERGROUND GAS USE PROPOSED 1,500 GALLON SEPTIC TANK 0/f'J/W EXISTING OVER HEAD WIRES IS, w IN EXISTING WATER LINE POMPE4_) 0 G A ()'�J 4N'K �0 0 TEST PIT LOCATION 7 X INSTALL 500 GAL. CHAMBERS wl AGGREGATE PROPOSED 1.500 GALLON SEPTIC TANK Ak, SIDEWALL CAPACITY 4 0 (p (LENGTH + WIDTH) (2SIDES) (2'HIGH) (0.74 GPD/S,FL) = GALIDAY PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE 1�k �oA D/S-F.) =112,0 GALIDAY (25,0'+1283'1(2) (T) (0,74 GP MAP 57 a PROPOSED DISTRIBUTION BOX LOT 31 PROPOSED 500 GAL I- ON LEACHING CHAMBER BOTTOM CAPACITY 0 (LENGTH x WIDTH) (0.74 GPDIS.F.) GAUDAY (25.9 x 12.83) (0,74 GPDIS.F.) 237A GAUDAY +A -P P, TOTALS.- REV, DATE BY DESCRIPTION ""TEM UPGRADE-' TOTAL NUMBER OF CHAMBERS 2 PROPOSED SEPTIC SYS: TOTAL LEACHING AREA 472-2 SO -FT, TOTAL LEACHING CAPACITY 349A GALJDAY V, PREPARE;') FOP� 301-N L ROBERT B. OUR CO., INC. 41 :21'r, JR. NOTES: No� 4 66 3k 1) MAGNETIC MARKING TAPE SHALL BE PLACED ALUNU I HE TOP EDGE OF SWING -TIES EACH SEPTIC SYSTEM COMPONENT. DESCRIPTION SEPTIC COVER IN (1) FEMA FLOOD ZONE X SEPTI COVER OUT (2) COMMUNITY PANEL# 25001CO686J 17 DEED REFERENCE� BOOK 26230, PAGE 2 18. PLAN REFERENCES: 1.) PLAN BOOK 262, PAGE 71 2) PLAN BOOK 496, PAGE 100 1&8T 19, ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. 14 33' 20- PROPERTY LINE INFORMATION IS ONLY APPROXIMATE, THIS PLAN IS TO BE USED ONLY FOR SEPTIC SYSTEM UPGRADE, JC ENGINEERING WILL NOT ASSUME ANY LIABILITY FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. 2 1 A 4"PERFORATED 40 PVC PIPE SHALL BE. PLACED IN A VERTICAL POSITION TO A DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3" OF FINISH GRADE, A REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. 10 5u� 22, OWNER " APPLICANT I CONTRACTOR SHALL BE RESPONSIBLE TO OBTAIN ANY AND ALL REQUIRED PERMITS AND APPROVALS FOR THIS PROJECT. INACCORDANCE WITH 310 CMR 15.401 - 15.405, THE FOLLOWING LOCAL UPGRADE 8 5U APPROVAL IS REQUESTED FROM 310 CMR 15.212(l): "! ) A 1.f0'�A1AIVf`R (5,0'- 4�0� FOR THE SEPARATION BETWEEN THE SAS AND ESHGW. &001 MAP 57 V No Mottling Observed LOT 30 ING 14` EXIST, 6,500-+ S.F. *BASED ON THE CAPE CO' > DESIGN DATA LEGEND COMMISSION METHOD DWELLING INDEXVVE'LL: MIW-29 EXISTING SPOT GRADE R -LEVEL RANGE ZONE: A 240' NUMBER OF BEDROOMS (EXISTING) 2 WATE WATER DEPTH READING: 8.69' EXISTING CONTOUR NUMBER OF BEDROOMS (DESIGN) 3 MIN, PER TITLE 5 WATER DEPTH READING DATE� JAN. 2021 Z, -LEVEL ADJUSTEMENT. 2LOO' '50 WATER PROPOSED CONTOUR HC -2 DESIGN FLOW 110 _GALIDAYIBEDROOM GALIDAY PROPOSED SPOT GRADE 4" TOTAL DESIGN FLOW 330 MAR 3 0 2021 *v DESIGNFLOW x 200 660 GAUDAY EXISTING UNDERGROUND GAS USE PROPOSED 1,500 GALLON SEPTIC TANK 0/f'J/W EXISTING OVER HEAD WIRES IS, w IN EXISTING WATER LINE POMPE4_) 0 G A ()'�J 4N'K �0 0 TEST PIT LOCATION 7 X INSTALL 500 GAL. CHAMBERS wl AGGREGATE PROPOSED 1.500 GALLON SEPTIC TANK Ak, SIDEWALL CAPACITY 4 0 (p (LENGTH + WIDTH) (2SIDES) (2'HIGH) (0.74 GPD/S,FL) = GALIDAY PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE 1�k �oA D/S-F.) =112,0 GALIDAY (25,0'+1283'1(2) (T) (0,74 GP MAP 57 a PROPOSED DISTRIBUTION BOX LOT 31 PROPOSED 500 GAL I- ON LEACHING CHAMBER BOTTOM CAPACITY 0 (LENGTH x WIDTH) (0.74 GPDIS.F.) GAUDAY (25.9 x 12.83) (0,74 GPDIS.F.) 237A GAUDAY +A -P P, TOTALS.- REV, DATE BY DESCRIPTION ""TEM UPGRADE-' TOTAL NUMBER OF CHAMBERS 2 PROPOSED SEPTIC SYS: TOTAL LEACHING AREA 472-2 SO -FT, TOTAL LEACHING CAPACITY 349A GALJDAY V, PREPARE;') FOP� 301-N L ROBERT B. OUR CO., INC. 41 :21'r, JR. NOTES: No� 4 66 3k 1) MAGNETIC MARKING TAPE SHALL BE PLACED ALUNU I HE TOP EDGE OF SWING -TIES EACH SEPTIC SYSTEM COMPONENT. DESCRIPTION SEPTIC COVER IN (1) SEPTI COVER OUT (2) CORNER OF STONE (3) I CORNER OF STON (5) __j __", -:_ ,'CORNER OF STONE (6) 2-) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENC� WITH TEST PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL BOARD OF V� 48 LAKE ROAD WEST WEST YARMOUTH, MA 02673 SCALE: 1 INCH = 10 FT, DATE: FEBRUARY 16,2021 40 mr-T HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DP�Tk UF 3.) PROPERTY IS NOT LOCATED WITHIN A MASS DEP APP ED ZONE ll� PREPAR"L`1 RY RESERVED FOR BOARD OF HEALT4 USE CHURCHILL JR. JC ENGINEER'ING. INC. 4.) SWING TIES SHOWN ON THIS PLAN ARE PROVIDED ONLY AS A COURTESY 140 C1 1807 FOR THE INSTALLER. IN$TL ALLER SHALL VERIFY SWING Tl� MEASUREMENTS 2854 CRANBERRY HIGHWAY IN THE FIELD PRIOR TO INSTALLING THE SYSTEM. CONTRACTOR SHALL EAST WAREHAM. MA 02538 NOTIFY ENGINEER IF MEASUREMENTS APPEAR TO 13E INC?RRECT. SITE PLAN 508.273,03771- SCALE: 11" = 10' Drawn By: MCP Desigqed Sy� MCP �_ ler_�,,ad By JL0 TJOB No,!i559