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Home My WebLink AboutDecision 4373 - Septic and Site PlanY LOCATION OF TEES MUST BE DIRECTLY UNDER OPENING. - / - EWE NOTE: ALL SIDEWALKS TO CONFORM TO ADA STANDARDS. WIDTH VARIES BRISTLE BROOM FINISH 4" THICK PORTLAND CEMENT SIDEWALKS W/W.W.F, WHERE SHONN HEAVY DUTY H-20 COVER PROP -H-20 8' F&G'S WEIGHT: 430 LBS TYPICAL 6" LOAM &SEED LABELED 'DRAIN" 2'X 2' CRATE (TYP.) MODEL 16/1911 t SEPTIC SYSTEM INFORMATION: ,., DRILL (2) 1"0 HOLES IN COVER AROUND BUILDING AND AS SHOWN. (2) PERISTALTIC CHEMICAL FEED PUMPS FOR VENDOR: AWTE INC. SEE PAVEMENT CROSS SECTION MIRAFI 14ON OVERLAP 12" NEW BEDFORD, MA 02745 MEDIA, PUMPS, CHEMICAL FEED PUMPS, CONTROLS AND ALL PH- 1-508-998-7577 MATERIAL 6.5' FABRIC OVER 4" PEASTONE MIRAFI 140N FABRIC OVER H-20 HANDLED BY SITE EXCAVATION EQUIPMENT.(WT. 640 LBS DRY) - H-20 1" TOPCOAT MASS DPW 4" MIN. PEASTONE PRECAST SLOTTED H-20 PRECAST 12"O SLOTTED H-20 CORRUGATED HDPE PIPE CONTRACTOR TO PROVIDE: RISERS AS REQ. 12"0 HDPERISERS ADS N-12 OR EQ. DRILL (2) 1"0 AS REQ. MORTAR /// TANK, COVERS, PIPING, DBOX AND LEACHING FIELDS WITH SOIL HOLES ADS N-12 OR EQUAL CHEMICAL FEED PUMPS AND THE MIXER. ADDITIONAL EQUIPMENT REQUIRED: FOOTING PAD FOR BIOCLERE, (NP.) .75'-1.5" DOUBLE CONDUIT LINES FOR RECYCLE AND CHEMICAL FEED LINES. 'ri'W a WASHED STONE 2.0 (TYP.) AND WIRING OF ALL SYSTEM COMPONENTS. 2.0' (TYP.) COMPACTED 6" LIFTS REQUIRED SITE WORK INCLUDES: EXCAVATION, SETTING OF TANKS AND FOOTINGS, CONNECTIVE PIPING, WIRING AND BACKFILL WITH CLEAN SAND. 3, SLOTTED H-20 INVERT LISTED 5'-0" X 6'0 3 C.B. TRAP 12"o HDPE H-20 0 12'0 ELBOW IPE 600 GAL. e - LEACHPIT 2' '- - �1.:- SHOREY OR EQUAL - 1000 GALLON PRECAST H-20 CATCH BASIN TRENCH CROSS SECTION L� 6" WASHED STONE UNDERNEATH _ 'OX5'-8" SHOREY SOLID NTS STRUCTURE, COMPACTED - BASIN H-20 OR EQUAL NOTE: REMOVE ANY UNSUITABLE SOILS - - - - - - FOUND FOR 5' MIN. AROUND LEACHING. 3/4" - 1 1/2" 3'X2' LEACHING TRENCH WASHED STONE (TYP.) 4' MIN AROUND PIT SECTIONAL PLATE BETWEEN STRUCTURES 3'X2' LEACHING TRENCH SEE TRENCH CROSS SECTION BETWEEN STRUCTURES SEE TRENCH CROSS SECTION - / - EWE NOTE: ALL SIDEWALKS TO CONFORM TO ADA STANDARDS. WIDTH VARIES BRISTLE BROOM FINISH 4" THICK PORTLAND CEMENT SIDEWALKS W/W.W.F, WHERE SHONN _ STEEL REINFORCEMENT: 6 X WEIGHT: 430 LBS TYPICAL 6" LOAM &SEED SCORE SECTIONS AT 4.5'. PRECAST CONCRETE CURBING 6" REVEAL MODEL 16/1911 t SEPTIC SYSTEM INFORMATION: ,., EXPANSION JOINTS AT 18' O.C. AROUND BUILDING AND AS SHOWN. (2) PERISTALTIC CHEMICAL FEED PUMPS FOR VENDOR: AWTE INC. ALL DISTURBED (TYP,) EXPANSION JOINT DURASTONE 5000 PSI OR EQUAL NEW BEDFORD, MA 02745 MEDIA, PUMPS, CHEMICAL FEED PUMPS, CONTROLS AND ALL PH- 1-508-998-7577 MATERIAL 6.5' FAX 1-508-998-7177 SIOCLERE IS DELIVERED WITH LIFTING SLING AND CAN BE HANDLED BY SITE EXCAVATION EQUIPMENT.(WT. 640 LBS DRY) - PITCH 2% 1" TOPCOAT MASS DPW .1 SEPTIC ELECTRICAL CONTRACTING REQUIREMENTS: PROVIDE BY AWTE PERSONNEL. AWAY FROM BLDG. .. %- TYPE II 2" BINDER CONTRACTOR TO PROVIDE: •-�10 6"X6' WIRE MESH ,• °o°o°° o 0 0 0 0 0 0 0 o e o 0 0 •' �op000°000000000°000000000000000000 . /// TANK, COVERS, PIPING, DBOX AND LEACHING FIELDS WITH SOIL ooe°00000°eoaooe000 m 000000e000 TEE LOCATION NOT TO SCALE 2'-10" 26" ool \�PEMOVE 2- HtlUCL55LU GKAVLL 6" COMPACTED GRAVEL ALL AROUND MDPW M7.03.1 VIB. ROLLER COMPACTED TOP &SUBSOIL 10" NOTE: REMOVE ANY FROST SUSCEPTIBLE MATERIAL - TO A DEPTH OF 36" BELOW FINISHED GRADE. REPLACE WITH NON FROST SUSCEPTIBLE MATERIAL (LESS THAN 10% PASSING x/200 SIEVE) SIDEWALK CROSS SECTION NOT TO SCALE 4' DIA. 4"SCH40 PVC 33' AT 1% NOTES: 1, MANUF. LOBARON, BROCKTON, MA PSI ® 28 DAYS. MODEL: LT 105 STEEL REINFORCEMENT: 6 X WEIGHT: 430 LBS TYPICAL ACCESS COVER SCALE: 3/4" = 1'-0" MODEL 16/1911 t SEPTIC SYSTEM INFORMATION: ,., AWTE PROVIDES: ONE BIOCLERE MODEL 16/19 UNIT (2) PERISTALTIC CHEMICAL FEED PUMPS FOR VENDOR: AWTE INC. ADDITION OF SUPPLEMENTAL CARBON AND ALKALINITY 241 DUCHAINE BLVD. INCLUDES COMPLETE BIOCLERE SYSTEM VESSELS, CLARIFIERS, NEW BEDFORD, MA 02745 MEDIA, PUMPS, CHEMICAL FEED PUMPS, CONTROLS AND ALL PH- 1-508-998-7577 INTERNAL CONNECTING PIPING AND WIRING. FAX 1-508-998-7177 SIOCLERE IS DELIVERED WITH LIFTING SLING AND CAN BE HANDLED BY SITE EXCAVATION EQUIPMENT.(WT. 640 LBS DRY) - ONSITE TECHNICAL ASSISTANCE AND COMMISSIONING .1 SEPTIC ELECTRICAL CONTRACTING REQUIREMENTS: PROVIDE BY AWTE PERSONNEL. MOUNTING OF CONTROLS AND PROVISION 4"SCH40 PVC CONDUIT CONTRACTOR TO PROVIDE: SYSTEM CONTROL AND THE BIOCLERE UNIT. FORM WATER TRAP WITH ALL COMPONENTS OF CONVENTIONAL SEPTIC SYSTEM INCLUDING ALL EXTERNAL WIRING. 45' BENDS AS SHOWN TANK, COVERS, PIPING, DBOX AND LEACHING FIELDS WITH SOIL CRAWLSPACE FOR THE OPERATION OF THE REMOVAL AND REPLACEMENT AS REQUIRED, VENTS ETC. CHEMICAL FEED PUMPS AND THE MIXER. ADDITIONAL EQUIPMENT REQUIRED: FOOTING PAD FOR BIOCLERE, CONDUIT LINES FOR RECYCLE AND CHEMICAL FEED LINES. ALKALINITY MIXING TANK WITH MIXER, EXTERNAL CONNECTING PIPNC AND WIRING OF ALL SYSTEM COMPONENTS. REQUIRED SITE WORK INCLUDES: EXCAVATION, SETTING OF TANKS AND FOOTINGS, CONNECTIVE PIPING, WIRING AND BACKFILL WITH CLEAN SAND. 24"I.D. CAST IRON COVERS INSULA AS SHOWN. MORTAR ALL COMPONENTS 4"SCH40 PVC 33' AT 1% NOTES: 1, -. FFLR EL. 42.85 PSI ® 28 DAYS. - T.FND. EL. 42.51 STEEL REINFORCEMENT: 6 X '!. 4"SCH40 PRECAST PVC AT 2% CONTROL PANEL AND 39.35 MODEL 16/1911 t ALKALINITY & x 10' 14" 39.05 ,., CARBON SOURCE � � TEE TEE WITH DRIP LINES TO STI 1500 GAL H-20 3&80 VENDOR: AWTE INC. _ < GAS BAFFLE & (SUPPLIED BY AWTE) �: SEPTIC TANK 241 DUCHAINE BLVD. TO BE PLACED IN iO �. 4' LIO. LEVEL ZABEL FILTER NEW BEDFORD, MA 02745 CRAWL SPACE 38 ". ACME OR EQUAL PH- 1-508-998-7577 MECHANICAL MIXER & •' .' FAX 1-508-998-7177 RELATED HARDWARE TO BE6' GRAVEL & MECH. SUPPLIED BY CONTRACTOR . _ COMPACTION (TYP.) .1 SEPTIC ELECTRICAL CONTRACTING REQUIREMENTS: PROVIDE MOUNTING OF CONTROLS AND PROVISION 4"SCH40 PVC CONDUIT OF 115V/30AMP CIRCUITS TO THE SYSTEM CONTROL AND THE BIOCLERE UNIT. FORM WATER TRAP WITH ALL EXTERNAL WIRING. 45' BENDS AS SHOWN PROVIDE ADDITIONAL ELECTRICAL SERVICE TO THE CRAWLSPACE FOR THE OPERATION OF THE CHEMICAL FEED PUMPS AND THE MIXER. 99-076 4"SCH40 PVC 33' AT 1% NOTES: 1, CONCRETE MINIMUM STRENGTH: 4,000 PSI ® 28 DAYS. 2. STEEL REINFORCEMENT: 6 X 6 10 GAUGE STEEL WIRE MESH. PRECAST MOUNTING PAD MODEL 16/1911 t NOT TO SCALE ,., CONTRACTOR TO PROVIDE. FAN HOUSING - 1-1/2" SCHD 40 PVC RECYCLE LINE --1 RECYCLE 4'-11 SUMP FILTER 4" SCHD 40 PVC OUTLET COUP. 4'-9 1/4" 1 NOT TO SCALE 12" X 3" CCBERM DRAINAGE CALCULATIONS: DRAINAGE AREA DA1= 20,884 SF, 25 YR STORM ROOF/PVT - 20,884SF CN -0.95 RATIONAL METHOD 0=CIA - 0.95(4.50)(20884/43560)(448.8)= 918GPM 918 GPM/0.7GPM/SF=1312 SF REWIRED USE 100' X 3' X 2' LEACHING TRENCH & (2) 600 GAL LPITS W/ 4' STONE = 1460 SF. O.K. DRAINAGE AREA DA2= 12881 SF, 25 YR STORM ROOF PVT - 12881SF CN=0.95 RATI NAL METHOD 0=CIA0.95(4.50)(12881/43560)(448.8)= 5670PM 567 GPM/0.7GPM/SF=810 SF REQUIRED USE 60' X 3' X 2' LEACHING TRENCH & (1) 600 GAL LPIT W/ 4' STONE = 810 SF. O.K. DRAINAGE AREA DA3= 9927 SF, 25 YR STORM PAVEMENT - 10.588SF CN -0.95 RATIONAL METHOD 0 -CIA - 0.95(4.50)(10588/43560)(448.8)= 466OPM 466 GPM/0.7GPM/SF=667SF REQUIRED USE 60' X 3' X 2' LEACHING TRENCH & (1) 600 GAL LPIT W/ 4' STONE - 798 SF. O.K. DRAINAGE SWALES AS REQUIRED, SEE NOTE 7. TITLE 5 FLOW: OFFICE BUILDING 9990 SF (75 GPD/1000 S = 749 GPD USE Cl LAYER CLASS 1 SOILS FOR LEACHING SEPTIC TANK: 749G)L X 2.0 =1499 GAL. REQ USE 1500 GAL. H-20 S/T NO GARBAGE DISPOSAL ALLOWED LEACHING: 749/0.74-1012 SF REQ, USE (1) 26'X 40' LEACHING FIELD CAPACITY: BOTTOM AREA ONLY- 1040 SF (.74 CPD/SF) = 770 GPD O.K. SITE IS IN DEP APPROVED ZONE 11, SYSTEM TO UTILIZE AWTE BIOCLERB, SECONDARY TREATMENT UNIT UNDER PROVSIONAL USE STATUS FOR DENITRIFICATION AND ENHANCED TREATMENT OF THE EFFLUE IT. 550 GPD/AC. ALLOWED WITH @tOCt OR EQUAL. 65840 SF (550 GPD/40000 SF)- 905 GPD ALLOWED. 749 GPD DESIGN FLOW. O.K. SEE ATTACHED NITROGEN CALCULATIONS FOR SITE. SEE PAVEMENT CROSS SECTION MASS DPW 9" MIN. COVER, 3' MAX. COVER TYPE 11 6O.C. ,o„o„o°oo MIRAFI 140N FABRIC OVER STONE 6" LOAM & SEED MDPW M1.03.1 VIB. ROLLER COMPACTED DISTURBED AREAS REMOVE TOP & SUBSOIL COMPACT SUBBASE (TYP.) NOTE: ALL FILL TO BE CLEAN SAND & GRAVEL COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY WITH VIBRATORY ROLLER. PAVEMENT CROSS SECTION NOT TO SCALE TO BIOCLERE e^air rne,nnrt PEASTONE 4"SCH40 VENT CCA 4 X 4 PT POST AND INSECT SCREEN 43FT OF 4"OSCH 40 PVC AT 17 RECYCLE LJNZ DETAIL . - NOT NOT TO SCALE 4"H-20 CAST IRON COVER SAMPLING ACCESS TO D -BOX REQUIRED BLOCK UP D -BOX, H-20 24_;1,D„ RISER TO GRADE, MORTAR ALL COMPONENTS 37.1 37.87 37.70 H-20 D -BOX ON 12' COMPACTED GRAVEL ACME D95 H-20 OR EQUAL P'PES LEVEL IST 2 FEET SYSTEM � �SECTI ON NOT TO SCALE BLDG, 12" o°o°eoo° °o °O °0°O°O 00 WITH TITLE 5 ORIFICES CONNECT ENDS AND VENT 10" TOTAL OF .75" - 1.5" STONE DOUBLE WASHED CA:LY HING FIE NOT IQ JI FAN HOUSING - 1-1/2" SCHD 40 PVC RECYCLE LINE -1 3/8" 2'-7 1/z" 3/16" SEE PAVEMENT SECTION 4" J 6" LOCKABLE ACCESS COVER FILTER 4" SCHD 40 PVC OUTLET COUP. 5'-10 7/8" 4'-9 1/4" t'-9 5/8" --I o2 -9 7/8"�--- MODEL 16/19 BIOCLERE DETAIL NOT TO SCALE CONNECT ENDS OF TRENCHES WITH 4"OSCH 40 FVC VENT PIPE. RUNS TO ISLAND AS SHOWN. PITCH PIPE BACK TO FIELD AT 0.5% MIN, WITH NO LOW SPOTS. CONNECTS TO BIOCLERE. TOP PEASTONE EL. 37.9 4"oSCH-40 PVC LINES AT 0.5%, TITLE 5 ORIFICES. REMOVE TO THE BOTTOM OF THE B LAYER SHOWN ON TEST HOLE LOGS. ENGINEER TO INSPECT. REPLACE WITH CLEAN MEDIUM SAND LADI EL. 30.1 v OBSV. WATER EL.26.6 DRAINAGE AREAS SCALE: 1"=60' 1 AIDATE NE ARNE �`' ,'^„ VIL S; s OJNALA 0 . 3 No. 283481 M si `of �F f -Mal E P. ° . LAS SITE PLAN OF LAND IN (WEST) YARMOUTH, MA PREPARED FOR CAPE COD BOARD OF REALTORS LOT 54 MID TECH DRIVE WEST YARMOUTH, MA 02673 SHEET 2 OF 2 DATE: 6-4-99 1T REVISED: 6-28-99 Li�y'Tr'r�-fit Itii� ��L1�4 off 508-362-4541 _ fax 508 362-9880 _ I ' down cape engineering, Inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouthport, ma 02675 •e•BIOCLERE •- PRECAST MOUNTING PAD MODEL 16/1911 t SEE DETAIL ABOVE ,., CONTRACTOR TO PROVIDE. VENDOR: AWTE INC. 241 DUCHAINE BLVD. NEW BEDFORD, MA 02745 PH- 1-508-998-7577 FAX 1-508-998-7177 NOT TO SCALE 12" X 3" CCBERM DRAINAGE CALCULATIONS: DRAINAGE AREA DA1= 20,884 SF, 25 YR STORM ROOF/PVT - 20,884SF CN -0.95 RATIONAL METHOD 0=CIA - 0.95(4.50)(20884/43560)(448.8)= 918GPM 918 GPM/0.7GPM/SF=1312 SF REWIRED USE 100' X 3' X 2' LEACHING TRENCH & (2) 600 GAL LPITS W/ 4' STONE = 1460 SF. O.K. DRAINAGE AREA DA2= 12881 SF, 25 YR STORM ROOF PVT - 12881SF CN=0.95 RATI NAL METHOD 0=CIA0.95(4.50)(12881/43560)(448.8)= 5670PM 567 GPM/0.7GPM/SF=810 SF REQUIRED USE 60' X 3' X 2' LEACHING TRENCH & (1) 600 GAL LPIT W/ 4' STONE = 810 SF. O.K. DRAINAGE AREA DA3= 9927 SF, 25 YR STORM PAVEMENT - 10.588SF CN -0.95 RATIONAL METHOD 0 -CIA - 0.95(4.50)(10588/43560)(448.8)= 466OPM 466 GPM/0.7GPM/SF=667SF REQUIRED USE 60' X 3' X 2' LEACHING TRENCH & (1) 600 GAL LPIT W/ 4' STONE - 798 SF. O.K. DRAINAGE SWALES AS REQUIRED, SEE NOTE 7. TITLE 5 FLOW: OFFICE BUILDING 9990 SF (75 GPD/1000 S = 749 GPD USE Cl LAYER CLASS 1 SOILS FOR LEACHING SEPTIC TANK: 749G)L X 2.0 =1499 GAL. REQ USE 1500 GAL. H-20 S/T NO GARBAGE DISPOSAL ALLOWED LEACHING: 749/0.74-1012 SF REQ, USE (1) 26'X 40' LEACHING FIELD CAPACITY: BOTTOM AREA ONLY- 1040 SF (.74 CPD/SF) = 770 GPD O.K. SITE IS IN DEP APPROVED ZONE 11, SYSTEM TO UTILIZE AWTE BIOCLERB, SECONDARY TREATMENT UNIT UNDER PROVSIONAL USE STATUS FOR DENITRIFICATION AND ENHANCED TREATMENT OF THE EFFLUE IT. 550 GPD/AC. ALLOWED WITH @tOCt OR EQUAL. 65840 SF (550 GPD/40000 SF)- 905 GPD ALLOWED. 749 GPD DESIGN FLOW. O.K. SEE ATTACHED NITROGEN CALCULATIONS FOR SITE. SEE PAVEMENT CROSS SECTION MASS DPW 9" MIN. COVER, 3' MAX. COVER TYPE 11 6O.C. ,o„o„o°oo MIRAFI 140N FABRIC OVER STONE 6" LOAM & SEED MDPW M1.03.1 VIB. ROLLER COMPACTED DISTURBED AREAS REMOVE TOP & SUBSOIL COMPACT SUBBASE (TYP.) NOTE: ALL FILL TO BE CLEAN SAND & GRAVEL COMPACT IN 6" LIFTS TO 95% MODIFIED PROCTOR DENSITY WITH VIBRATORY ROLLER. PAVEMENT CROSS SECTION NOT TO SCALE TO BIOCLERE e^air rne,nnrt PEASTONE 4"SCH40 VENT CCA 4 X 4 PT POST AND INSECT SCREEN 43FT OF 4"OSCH 40 PVC AT 17 RECYCLE LJNZ DETAIL . - NOT NOT TO SCALE 4"H-20 CAST IRON COVER SAMPLING ACCESS TO D -BOX REQUIRED BLOCK UP D -BOX, H-20 24_;1,D„ RISER TO GRADE, MORTAR ALL COMPONENTS 37.1 37.87 37.70 H-20 D -BOX ON 12' COMPACTED GRAVEL ACME D95 H-20 OR EQUAL P'PES LEVEL IST 2 FEET SYSTEM � �SECTI ON NOT TO SCALE BLDG, 12" o°o°eoo° °o °O °0°O°O 00 WITH TITLE 5 ORIFICES CONNECT ENDS AND VENT 10" TOTAL OF .75" - 1.5" STONE DOUBLE WASHED CA:LY HING FIE NOT IQ JI FAN HOUSING - 1-1/2" SCHD 40 PVC RECYCLE LINE -1 3/8" 2'-7 1/z" 3/16" SEE PAVEMENT SECTION 4" J 6" LOCKABLE ACCESS COVER FILTER 4" SCHD 40 PVC OUTLET COUP. 5'-10 7/8" 4'-9 1/4" t'-9 5/8" --I o2 -9 7/8"�--- MODEL 16/19 BIOCLERE DETAIL NOT TO SCALE CONNECT ENDS OF TRENCHES WITH 4"OSCH 40 FVC VENT PIPE. RUNS TO ISLAND AS SHOWN. PITCH PIPE BACK TO FIELD AT 0.5% MIN, WITH NO LOW SPOTS. CONNECTS TO BIOCLERE. TOP PEASTONE EL. 37.9 4"oSCH-40 PVC LINES AT 0.5%, TITLE 5 ORIFICES. REMOVE TO THE BOTTOM OF THE B LAYER SHOWN ON TEST HOLE LOGS. ENGINEER TO INSPECT. REPLACE WITH CLEAN MEDIUM SAND LADI EL. 30.1 v OBSV. WATER EL.26.6 DRAINAGE AREAS SCALE: 1"=60' 1 AIDATE NE ARNE �`' ,'^„ VIL S; s OJNALA 0 . 3 No. 283481 M si `of �F f -Mal E P. ° . LAS SITE PLAN OF LAND IN (WEST) YARMOUTH, MA PREPARED FOR CAPE COD BOARD OF REALTORS LOT 54 MID TECH DRIVE WEST YARMOUTH, MA 02673 SHEET 2 OF 2 DATE: 6-4-99 1T REVISED: 6-28-99 Li�y'Tr'r�-fit Itii� ��L1�4 off 508-362-4541 _ fax 508 362-9880 _ I ' down cape engineering, Inc. CIVIL ENGINEERS LAND SURVEYORS 939 main st. yarmouthport, ma 02675