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Home My WebLink About519 Station Avenue - SD4 - Sewage Disposal SystemDEEP OBSERVATION HOLE 1 ION HOLM SURFACE ELEV=62.9± DEPTH FROM SURFACE SOIL HORIZON SOILIL TEXTURE COL rMUNSELL SOIL MOTTLING OTHER 0' - 4" 0 FIBRIC (STAMPED 'SEWER? (TYP) MODEL NO. HIW3636 OR CHAMBER UNITS AS MANUFACTURED BY SHOREY PRECAST OR EQUAL). 4' - 9" A LOAMY SAND 10 YR 5/1 SFE mm COVER TO FINISHED GRADE COVER 70 FINISHED GRADE g' - 36" B LOAMY SAND 10 YR 5/8 WITH GRAVELS 1RECYCLE LINE FROM SOCLERE 2 5920H-20 DIST. BOX .v SEPTIC TANK MED TO CRS SAND 36' - 133" C SAND 10 YR 7/6 NONE W/FINE do COARSE BOX IMENSIONS 12'x12' THE MINIMUM SLOPE FOR GRAVELS LOOSE DEEP OBSERVATION HOLE 2 SURFACE ELEV=62.3± DEPTH FROM SURFACE SOIL HORIZON SOILCOL TEXTURE tMUIL NSELL SOIL MOTTUNG OTHER 0" - 4" 0 FIBRIC (STAMPED 'SEWER? (TYP) MODEL NO. HIW3636 OR CHAMBER UNITS AS MANUFACTURED BY SHOREY PRECAST OR EQUAL). 4" - 8' A LOAMY SAND 10 YR 4/1 SFE mm COVER TO FINISHED GRADE COVER 70 FINISHED GRADE 8" - 48' B LOAMY SAND 10 YR 6/8 WIT GRAVELS 1RECYCLE LINE FROM SOCLERE 2 5920H-20 DIST. BOX .v SEPTIC TANK MED TO CRS SAND 48' - 150" C SAND 10 YR 7/4 NONE W/nNE GRAVELS, BOX IMENSIONS 12'x12' THE MINIMUM SLOPE FOR LOOSE -PCC AT -NO GROUNDWATER ENCOUNTERED -P�C AT NO GROUNDWATER DATE OF TESTS: AUGUST 21, 2003 ENrnuNTERm PERCOLATION RATE : LESS THAN 2 MINUTES PER INCH DROP IN THE C HORIZON IN DOH 11 AND DOH #2 PERFORMED BY : JOHN SCHNAIBLE, CEC WITNESSED BY : BRUCE MURPHY, YARMOUTH BOH GROUNDWATER: NONE ENCOUNTERED SEWAGE DESIGN CALCULATIONS DESIGN FLOW 6,948 SF OFFICE x 75 GPD/1000 SF = 521 GPD SEPTIC TANK: 521 GPD x 200% = 1042 GALLONS; USE 1500 GALLON SEPTIC TANK (MINIMUM ALLOWED) A 50.5' L. x 10' W. x 2' D. LEACHING CHAMBER CAN LEACH: Vt = 50.5 (2) 2 x .74 + 50.5 (10) x .74 + 10 (2) 2 x .74 = 552.8 GPD INSTALL ONE 4 1) - 50.5 'L. x 10 'W. x 2 'D. LEACHING CHAMBER Vt = 553 GPD > 521 GPD REM ONE ( 1) - 1,500 GALLON H-20 SEPTIC TANK ONE ((( 1 - DISTRIBUTION BOX H-20 -9 OUTLET) ONE ( 1) - BIOCLERE TREATMENT SYSTEM MODEL 16/15 ONE { 1) - BIOCLERE TREATMENT SYSTEM MODEL 16/12 ONE { 1) - 1000 GALLON H-20 EQUALIZATION TANK ONE { 1) - SUPPLEMENTAL CARBON & ALKALINITY FEED SYSTEM CFS -90 NITROGEN LOADING: MAXIMUM 550 GPD PER 40,000 SF ALLOWED WITH BIOCLERE SYSTEM EXISTING LOT AREA = 37,902 SF 550 GPD x (37,902 SF / 40,000 SF) = 521.1 GPD ALLOWED > 521 GPD PROPOSED NOTES 1) GARBAGE GRINDERS ARE NOT ALLOWED WITH THIS DESIGN. 2) THE INSTALLER IS RESPONSIBLE FOR ASSURING THAT COMPONENTS OF THE SEWAGE DISPOSAL SYSTEM ARE DESIGNED WITH SUFFICIENT STRENGTH TO SUSTAIN ALL LOADS TO BE IMPOSED ON THEM. ANY COMPONENT OF THE SYSTEM SUBJECT TO VEHICULAR TRAFFIC MUST COMPLY MATH A MINIMUM STANDARD OF A.A.S.H.T.O. H-20 WHEEL LOADS. 3) PRIOR TO SETTING ANY SEWAGE DISPOSAL SYSTEM COMPONENT, INSTALLER B SHALL VERIFY EXISTING CONDITIONS, INCLUDING ELEVATIONS OF EXIT INVERTS, AND REPORT ANY DISCREPANCIES TO THE DESIGN ENGINEER. 4) ALL GRAVITY SEWER PIPE SHALL BE 4" DIA. SCH 40 PVC UNLESS OTHERWISE NOTED. THE MINIMUM SLOPE OF 4" DIA. SCH 40 PVC SHALL BE 0.01 FT/FT- 5) NO PART OF THIS DESIGN SHALL BE ALTERED VATHOUT PRIOR APPROVAL FROM THE DESIGN ENGINEER AND THE AGENT OF THE LOCAL BOARD OF HEALTH. ALL REQUESTS FOR CHANGES SHALL BE MADE IN WRITING PRIOR TO CONSTRUCTION. 6) THE USE OF ALTERNATE MANUFACTURERS FOR SYSTEM COMPONENTS SHALL NOT BE APPROVED IF THE USE OF THEIR EQUIPMENT REQUIRES CHANGES IN DESIGN. 7) THE INSTALLER SHALL ASCERTAIN THE LOCATION OF EXISTING UNDERGROUND UUTIILII( EAREA DURING EXCAVATION ON.D SHALL PROTECT UTILITIES WITHIN THE %' J 8) CONTRACTOR TO LOCATE ALL EXISTING SEWAGE DISPOSAL SYSTEMS SERVICING vol EXISTING BUILDING. LOCATIONS SHOWN ON PLAN ARE APPROXIMATE, BASED ON INFORMATION PROVIDED BY THE OWNER. THE EXISTING SEWAGE DISPOSAL SYSTEMS (INCLUDING LEACH PITS) SHALL BE PUMPED, FILLED WITH SAND, AND ABANDONED; OR SHALL BE REMOVED WITH SURROUNDING CONTAMINATED SOILS AND BACKFILLED WITH CLEAN COARSE SAND. INSPECTION NOTE THE STATE ENVIRONMENTAL CODE, TITLE 5, REQUIRES INSPECTIONS) OF THE SEWAGE DISPOSAL SYSTEM BY THE DESIGN ENGINEER. TAIL �A CHII NO SCALE AM -FIRST FLOOR ELEVs83.5i CARBON AND ALKALINITY SOLUTION FEED IN PVC CONDUIT TO INFLUENT TE GRADE PVC SCH 40 RECYCLE UNE FROM BK)CLERE UNTT(S) �.► 4D PIPE TO BE INSTAIM AGAINST TANK WALL - NOTES: 1) SLOPE PIPE BACK TO SEPTIC TANK WfTH NO LOW POINTS 2) USE PRESSURE FITTINGS ONLY NO SCALE ELECTRIC, ALARM, AND CONTROL LINES TO BTDCLERE FILTERS AND WA ED EQUAUZATION TANK CONTROL PANELS NEPTUNE CFS90 CONTAINVENT FEED SYSTEM (35W x 731) HEATED CONTROL ROOM SINK W/ FAUCET ER STALTIC PUMP MOUNT EYEWASH MOUNTED 1CON SHELF HOSE BIB & RACK CHEMICAL FEED SOLUTION IN 3/8' 0'? 7_1 TUBE WITHIN 1" SCH 40 PVC CONDUIT FROM PUMP TO SEPTIC TANK ROL ROOM LAYOUT DETAIL NO SCALE NOTES 1) C04CRET MINIMUM STRENGTH:4000 PSI O 28 DAYS STEEL REI FORCEIIENT: 6 X B 10 GA. STEEL WARE MESH 2) 4' SQUARE PADS - OPTIONAL 3) PADS TO BE APPLIED AND INSTALLED BY CONTRADTOR 26' DIA. HEAVY DUTY CAST oaoP:z'MIN L.ow � 4' SCH PVC PIPE a4" A SQI M PYC PPE OR AS BY PASS RLIMEIM WOE FINISH GRADE HALIADAY ACCESS DOOR STONE ON ENDS AND 2'-Y STONE ON SIDES. USE 500 GALLON H-20 LEACH (STAMPED 'SEWER? (TYP) MODEL NO. HIW3636 OR CHAMBER UNITS AS MANUFACTURED BY SHOREY PRECAST OR EQUAL). APPROVED EQUAL 1D' SFE mm COVER TO FINISHED GRADE COVER 70 FINISHED GRADE 2' MIN. Y ADN. 60.35 59.67 1500 GALLON tr RECITE UNE 1RECYCLE LINE FROM SOCLERE 2 5920H-20 DIST. BOX .v SEPTIC TANK — — — — — s9.42 MINIMUM D'BOX INSIDE J' MAX W/$ANRARY TEES BOX IMENSIONS 12'x12' THE MINIMUM SLOPE FOR 4" DIA SOI 40 PVC PIPE 59.20 4' DIA SCH 40 PVC ,; ° OWAOIED BASE PIPE IS 1/8' PER FT J �I» a _ / m t W IMM IF CM IRE COMPACIID BASE GAS BAFFLE USE W/ BeLAYER OF 'MF -111V OR W/SANITARY TEE RUMPO1 VALVE CRUSHED STONE APPROVED EQUIVALENT 34't UOUID DEPT OUTLET TEE DEPTH BELOW FLOW LINE (3/16' MAX CIA) 4 FT 14 INCHES 5 FT 19 INCHES z1 IT It t8• 6 FT 24 INCHES ADAPTER A(I2E) && BARNES 7 FT 29 INCHES PVC SCH 40 RECYCLE UNE FROM BK)CLERE UNTT(S) �.► 4D PIPE TO BE INSTAIM AGAINST TANK WALL - NOTES: 1) SLOPE PIPE BACK TO SEPTIC TANK WfTH NO LOW POINTS 2) USE PRESSURE FITTINGS ONLY NO SCALE ELECTRIC, ALARM, AND CONTROL LINES TO BTDCLERE FILTERS AND WA ED EQUAUZATION TANK CONTROL PANELS NEPTUNE CFS90 CONTAINVENT FEED SYSTEM (35W x 731) HEATED CONTROL ROOM SINK W/ FAUCET ER STALTIC PUMP MOUNT EYEWASH MOUNTED 1CON SHELF HOSE BIB & RACK CHEMICAL FEED SOLUTION IN 3/8' 0'? 7_1 TUBE WITHIN 1" SCH 40 PVC CONDUIT FROM PUMP TO SEPTIC TANK ROL ROOM LAYOUT DETAIL NO SCALE NOTES 1) C04CRET MINIMUM STRENGTH:4000 PSI O 28 DAYS STEEL REI FORCEIIENT: 6 X B 10 GA. STEEL WARE MESH 2) 4' SQUARE PADS - OPTIONAL 3) PADS TO BE APPLIED AND INSTALLED BY CONTRADTOR 26' DIA. HEAVY DUTY CAST ONE (1)- 50.51 x 10'W x 2'D LEACHING CHAMBER CONSTRUCT BY PLACING FIVE IRON FRAME & COVER 70 4' PVA VENT 8'-6" x 4'-10" x 3'-0" H-20 LEACHING CHAMBER UNITS END TO END WITH 4'-0" FINISH GRADE HALIADAY ACCESS DOOR STONE ON ENDS AND 2'-Y STONE ON SIDES. USE 500 GALLON H-20 LEACH (STAMPED 'SEWER? (TYP) MODEL NO. HIW3636 OR CHAMBER UNITS AS MANUFACTURED BY SHOREY PRECAST OR EQUAL). APPROVED EQUAL COVER TO FINISHED GRADE COVER 70 FINISHED GRADE 2' MIN. Y ADN. ON EVERY OTHER GALLERY tr RECITE UNE 1RECYCLE LINE FROM SOCLERE 2 DIST. BOX .v �Aq�IS FRaI BIOCIERE3 — — — — — JUNCTION MINIMUM D'BOX INSIDE J' MAX BOX IMENSIONS 12'x12' 4" DIA SOI 40 PVC PIPE 59.20 1000 GALLON H-20 ° M BIOCLERE u4T t EQUALIZATION TANK W/SANITARY TEE RUMPO1 VALVE FLOAT POE C2) BIRD HOLES 58.92 II(' DA PVC PPE (3/16' MAX CIA) z1 IT It t8• t ADAPTER A(I2E) && BARNES PIJIMPS PLACED ON 7 DIA PADS, �- ue_ .- _ i r-4• R" BIOCLERE FILTRATION UNIT #1 MODEL {16/12 14'f 4'± SCH 80 PVC PIPE TO BE USED INSIDE TANK TANK INLET EXTEND TO CENTERLINE OF TANK AND PROVIDE PIPE SUPPORTS PVC 90' ELBOW INSTALLED AT CENTER OF LIQUID DEPTH (1/2 DISTANCE FROM OUTLET INVERT TO TANK BOTTOM) FAN HOUSING 9 13/16 37 3/8 70 7/8 I JUMt' 61 1/4 LJ LTJ 5B.20— n 56.03 57.80 3/4' TO 1 1/2' STONE INV. .•.' :r+,. , COMPACTED BASE ALL W/ B' LAYER OFDB-9 CRUSHED STONE H-20ALL _ BIOCLERE I FILTRATION UNE(S) EATING D'BOX MUST REMAIN UNIT J2 LEVEL FOR 2'-O' BEFORE PITCHING END MEW MODEL #16/15 DOWN TO LEACHING FACILITY H-20 RATED 10't 4'± 14't IV& LONGEST RUN SCHEMATIC FLOW PROFILE ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 NOTES: UNLESS OTHERWSE SPECIFIED: 1. VENT MAY BE RUN UP TO THE ROOF OF THE BUILDING. 2. IF INSTALLED IN GROUND WATER CONTACT SITE ENGINEER FOR ANCHORING REQUIREMENT'S. 3. CONTRACTOR IS TO SUPPLY ALL CONCRETE STRUCTURES AND PERFORM INSTALLATION. I VASTAL � V PY�� NOMPANY, NGINEERING IC INC. MIN. 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 Fax: 508.255.6700 1/8 TD 1/2' SWINE r -ow EFFECTIVE DEPTH 8.0't BOTTOM OF DOH/2 ELEW49.8 STEEL UDS AT GRADE ELBOW (�7 i x uam DEPTH RECYCLE UNE ' FLOATS Iran HANGER with WEIGHT 'e CHECK VALVES (BY CONTRACTOR) SLIDE RUL b MOUNTED PUMPS�� 4' VENT WITH CONNECTION TO BIOCLERE / 2 AUX. VENT 1/4- 12" TYPICAL SLOPE TO LEACH FIELD 4' VENT TIP. (SEE NOTE 1) MIN r "h•'2' ' ' .{' • SURROUND ENTIRE BIOCLERE UNIT (BELOW GRADE) WITH CLEAN SAND OR 3/8' PEA STONE ,I.. "ii'i: I. .SL7YL • SEE NOTE 2 IF INSTALLED IN GROUNDWATER 2' RECYCLE UNE EQUALIZATION TANK--� (SCID. 80 INTERIOR PIPING) PRIMARY SEPTIC TANK 1000 GALLONS PRECAST BIDCLERE 12' CRUSHED 610CLERE TWO GALLON MINIMUM MOUNTING PAD UNIT / 1 STONE I UNIT 0 2 .SCHEMATIC SECTION/ELEVATION OF BIOCLERE UNITS 49 3/16 LOCKABLE ACCESS COVER Y �4 5/16 59 1/4 21 5/8 1V/ J BIOCLERE UNIT - MOUNTING PAD DETAIL NO SCALE BAFFLE 33 7/8 9 13/16 1310CLERE UNIT #1' MODEL_ 16/12 NOT TO SCALE FAN HOUSING 9 13/16 37 3/8 15 3/4 70 7/8 ")umr 61 1/4 ISSUED: 4-19-06 FOR REGULATORY REVIEW 21 5/8 49 3/16 LOCKABLE ACCESS COVER F4 5/16 I I 59 1/4 BAFFLE 33 7/8 9 13/16 BIOCLI UNIT 42 MODEL 16/15 w a d �F a °z SEAL bn4$ 4L�1,3r� 6�hOFA� i, k} ID J, f,j IC 'NIEWI Z " a IL' o. 3 a W �U wool O w w c) O �( q Qi 0 0� a SCALE AS NOTED DRA WING FILE C15134DET2.DWG DATE 3-22-06 DRAWNBY JKL CHECKED BY \ C) Jo N SD U -4 w 4 OF L SHEETS 2PROJECTNO. U C15134.01 ONE (1)- 50.51 x 10'W x 2'D LEACHING CHAMBER CONSTRUCT BY PLACING FIVE a' PVA WITH 4' PVA VENT 8'-6" x 4'-10" x 3'-0" H-20 LEACHING CHAMBER UNITS END TO END WITH 4'-0" Z -Ir ANIMAL ,"�2EQd ENWIT ANIMAL SCREEN STONE ON ENDS AND 2'-Y STONE ON SIDES. USE 500 GALLON H-20 LEACH CHAMBER UNITS AS MANUFACTURED BY SHOREY PRECAST OR EQUAL). 24' CA. FRAME & 24' GL FRAME & COVER TO FINISHED GRADE COVER 70 FINISHED GRADE 2' MIN. Y ADN. ON EVERY OTHER GALLERY FINISH GRADE 1RECYCLE LINE FROM SOCLERE 2 DIST. BOX .v " — — — — — (H-20) MINIMUM D'BOX INSIDE J' MAX IMENSIONS 12'x12' 4" DIA SOI 40 PVC PIPE 79 LJ LTJ 5B.20— n 56.03 57.80 3/4' TO 1 1/2' STONE INV. .•.' :r+,. , COMPACTED BASE ALL W/ B' LAYER OFDB-9 CRUSHED STONE H-20ALL _ BIOCLERE I FILTRATION UNE(S) EATING D'BOX MUST REMAIN UNIT J2 LEVEL FOR 2'-O' BEFORE PITCHING END MEW MODEL #16/15 DOWN TO LEACHING FACILITY H-20 RATED 10't 4'± 14't IV& LONGEST RUN SCHEMATIC FLOW PROFILE ALL INSTALLATIONS MUST CONFORM TO THE MINIMUM REQUIREMENTS OF TITLE 5 NOTES: UNLESS OTHERWSE SPECIFIED: 1. VENT MAY BE RUN UP TO THE ROOF OF THE BUILDING. 2. IF INSTALLED IN GROUND WATER CONTACT SITE ENGINEER FOR ANCHORING REQUIREMENT'S. 3. CONTRACTOR IS TO SUPPLY ALL CONCRETE STRUCTURES AND PERFORM INSTALLATION. I VASTAL � V PY�� NOMPANY, NGINEERING IC INC. MIN. 260 Cranberry Hwy. Orleans, MA 02653 508.255.6511 Fax: 508.255.6700 1/8 TD 1/2' SWINE r -ow EFFECTIVE DEPTH 8.0't BOTTOM OF DOH/2 ELEW49.8 STEEL UDS AT GRADE ELBOW (�7 i x uam DEPTH RECYCLE UNE ' FLOATS Iran HANGER with WEIGHT 'e CHECK VALVES (BY CONTRACTOR) SLIDE RUL b MOUNTED PUMPS�� 4' VENT WITH CONNECTION TO BIOCLERE / 2 AUX. VENT 1/4- 12" TYPICAL SLOPE TO LEACH FIELD 4' VENT TIP. (SEE NOTE 1) MIN r "h•'2' ' ' .{' • SURROUND ENTIRE BIOCLERE UNIT (BELOW GRADE) WITH CLEAN SAND OR 3/8' PEA STONE ,I.. "ii'i: I. .SL7YL • SEE NOTE 2 IF INSTALLED IN GROUNDWATER 2' RECYCLE UNE EQUALIZATION TANK--� (SCID. 80 INTERIOR PIPING) PRIMARY SEPTIC TANK 1000 GALLONS PRECAST BIDCLERE 12' CRUSHED 610CLERE TWO GALLON MINIMUM MOUNTING PAD UNIT / 1 STONE I UNIT 0 2 .SCHEMATIC SECTION/ELEVATION OF BIOCLERE UNITS 49 3/16 LOCKABLE ACCESS COVER Y �4 5/16 59 1/4 21 5/8 1V/ J BIOCLERE UNIT - MOUNTING PAD DETAIL NO SCALE BAFFLE 33 7/8 9 13/16 1310CLERE UNIT #1' MODEL_ 16/12 NOT TO SCALE FAN HOUSING 9 13/16 37 3/8 15 3/4 70 7/8 ")umr 61 1/4 ISSUED: 4-19-06 FOR REGULATORY REVIEW 21 5/8 49 3/16 LOCKABLE ACCESS COVER F4 5/16 I I 59 1/4 BAFFLE 33 7/8 9 13/16 BIOCLI UNIT 42 MODEL 16/15 w a d �F a °z SEAL bn4$ 4L�1,3r� 6�hOFA� i, k} ID J, f,j IC 'NIEWI Z " a IL' o. 3 a W �U wool O w w c) O �( q Qi 0 0� a SCALE AS NOTED DRA WING FILE C15134DET2.DWG DATE 3-22-06 DRAWNBY JKL CHECKED BY \ C) Jo N SD U -4 w 4 OF L SHEETS 2PROJECTNO. U C15134.01