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Home My WebLink About107 South Sea Avenue Site PlanTOP FNDN. AT EL. 11.8' SYSTEM PROFILE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO /10.0' MINIMUM .75. OF COVER OVER PRECAST IN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM -� WITH RUN PIPE LEVEL * v FOR FIRST 2' (EXIST) PROPOSED 1500 ix GALLON SEPTIC 7 75' a SEc 8.0' TANK (H- 10 ) GAS o< WATERPROOF BAFFLE Q 11.87'/�IFZ�- 1.70 MIN < ( 2 % SLOPE) �_6" CRUSHED STONE OR MECHANICAL < COMPACTION. (15.221 [2]) DEPTH OF FLOW = 4' 11 / 2" DOUBLE WASHED PEASTONE - PROVIDE INSPECTION PORT WITHIN 6" OF FINISH GRADE TEST HOLE LOGS ENGINEER: RICK JUDD, RS WITNESS: AMY VON HONE, RS DATE: 7/7/05 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. 0 11.5' V FIL /n L A/E �LS 1OYR 5/3 BW /LFS 1OYR 5/6 Cl FS 1OYR 6/6 C2 MED/COS OBS WATER 2.5Y _6/4 UNSUIT. UNSUIT. RTE 28 IQ q°� F PAULA sy C, 0 �c,p AG�P LOCUS LOCATION MAP NTS ASSESSORS MAP 23 PARCEL 154 UNSUIT. GROUNDWATER ADJUSTMENT DATA: WELL: M I W 29 9.33' ZONE: B ADJ: 1.2' HEALTH DEPT. ALLOWS 0.2' OFF FULL ADJUSTMENT (TAKEN) 5.1' 3.5' PUMP CHAMBER (NOT TO SCALE) - NOTES N WATERPROOF I 1. DATUM IS APPROX. NGVD < _ SEPTIC DE.�it.,IJ: (GARBAGE DISPOSER IS NOT. -ALLOWED �.- -) 2. MUNICIPAL WATER IS EXISTING BENCHMARK ?ESIGN FLOW: _3 _BEDROOMS ..(11Q__GPD) _, _ 330 GPD _ . � MI RM1J_M__PIP_ -, PITCH ___0 _ BE 1 /$"PER :FOC: CONCRETE BOUND -{-I3.63 USE A 330 GPD DESIGN FLOW - - - - 10 ELEV _ 10.9' 4. DESIGN LOADING FOR ALL PRECAST -UNITS TO BE AASHO H- SEPTIC, TANK: 330 GPD � 4.�) _ .1485 5. PIPE JOINTS TO BE MADE WATERTIGHT. t9.16 - 67.00' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE _WITH....MASS._._.._..__ .._ w 5' REMOVAL OF UNSUITABLE SOIL REQUIRED USE A 2Q_Q GALLON SEPTIC TANK ENVIRONMENTAL CODE TITLE V. 9.65 ,I-Io.o7 F _ AROUND PERIMETER OF LEACHING FACILITY, - - 'FNCF WITH CLEAN MED. SA !0. DOWN _r. solL LAYER. REPLACE J�'969' LEACHING: 7. THIS PLAN IS FOR. PROPOSED SEPTIC SYSTEM ONLY AND IS NOT I i i9.2 _.05 ,PAVED ; •, P SIDES: 2(37.25 + 10,83) (.74) (.58) _ 41.2 TO BE USED FOR ANY OTHER PURPOSE. . ....,� U-' 1 n +11.34 t'ROVIDE APPROX 125' OF 40 c Q „ DRAIN MHOLE - COVERS . 05-.151 11.91 37.25 x 10.83 74 - 8. PIPE FOR -'L- TIC SYSTEM TO SCH. 40-4 PVC. LINER AT 5' OFF PERIMETER96' a SAS (AT LIMIT OF REMOVAL). BOTTOM: ( ) 298.5 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT . -1 AT EL. 12.1', BOTTOM AT TOTAL: 459 S.F.. 339.7 GPD - - INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED - 2.02 / ,,.112a, V. 8.1'FROM BOARD OF. HEALTH. USE 5 STANDARD INFILTRATORS WITH 4 STONE AT 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING. SEPTIC SYSTEM 12.9 � (SIDES AND 3' AT ENDS 11. ELECTRICAL PERMIT REQUIRED + INSTA_ To LEGEND TITLE 5 SITE PI' AAI 11.87" DETERMII\.. ")FQUACY11 V OF ELECTRICf, �vSTEM 100.0 PROPOSED SPOT ELEVATION OF Q CO FOR PUMP INS'I H_. �� 107 SOUTH SEA AVENUE D11.36 %�'.� _ - - 100x0 EXISTING SPOT ELEVATION - ,�3 IN THE TOWN OF: 11.70 ;, PROPOSED CONTOUR.. _ (WEST) _YARMOUTH - �� - 100 EXISTING CONTOUR PREPARED FOR: RICHARD HILL �� EXISTING CESSPOOL RONNIE HAY :..., 5�� 1U6 7F0 �L 30 .0 30 60 90 r-� r0 WNI BOARD of HEALTH ,r:;, 4. MA !Z ,r/'.�C�C MA SCALE: 1.. = 30' DATE: JULY 11, 2005 --' IED DATE REV. 9/27/05 (PER HEALTH DEPT.) off 506-362-4541 fax 508 362-9880 BUOYANCY CALCS: i �� tH.OF Tdg86, �tH OF I'q 1500 GAL H-10 SHOREY ST WEIGHT. 11480 LBS o`'� ARNE �y wok ARNE H. o�c OCT 0ZOOS down cape engineering, Inc. �� OJALA 2.8'x10.5x5.67x62.4=10402 LBS UP(OK) H U OJALA N CIVIL N LT HEAH DEPT. 1000 GAL H710 SHOREY ST WEIGHT: 8240 LBCIVIL ENGINEERS S 4 No. 2 348 No 92 10 LAND SURVEYORS �oF 3.15 x 8.5 x 4.83 x 62.4 = 8070 LBS UP (OK) ss�o q �NAL�E� 939 main st. yarmouth, ma 02675 ARNE H. OJALA, P.E., P.L.S. DATE ( %SLOPE) ( TEE SIZES: INLET DEPTH _ 10" 14.. OUTLET DEPTH _ - FOUNDATION 15' SEPTIC TANK 9' PUMPLEACHING 28' D' BOX 4' CHAMBER FACIIiITY 5' 8" *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF 26" . SEPTIC SYSTEM USE ADJ. WATER AT ELEV. 6.1' ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON INV. IN 7.65' SEPARATE' CIRCUIT FROM PUMP .1000 GAL. H-10 S T 2" PRESSURE LINE 700 GAL.+ SLOPE TO DRAIN BACK 70 PC q 0" FLOAT SWITCH ALARM ON RESERVE WEEP HOI F SETTINGS: PUMP ON CHECK VALVE PERC 4" WORKING RANGE 81 MYERS SRM 4 4' SUBMERSIBLE MODEL 4/10 HP PUMP 77" PUMP OFF 8' SYSTEM (OR EQUAL) - 96" V FIL /n L A/E �LS 1OYR 5/3 BW /LFS 1OYR 5/6 Cl FS 1OYR 6/6 C2 MED/COS OBS WATER 2.5Y _6/4 UNSUIT. UNSUIT. RTE 28 IQ q°� F PAULA sy C, 0 �c,p AG�P LOCUS LOCATION MAP NTS ASSESSORS MAP 23 PARCEL 154 UNSUIT. GROUNDWATER ADJUSTMENT DATA: WELL: M I W 29 9.33' ZONE: B ADJ: 1.2' HEALTH DEPT. ALLOWS 0.2' OFF FULL ADJUSTMENT (TAKEN) 5.1' 3.5' PUMP CHAMBER (NOT TO SCALE) - NOTES N WATERPROOF I 1. DATUM IS APPROX. NGVD < _ SEPTIC DE.�it.,IJ: (GARBAGE DISPOSER IS NOT. -ALLOWED �.- -) 2. MUNICIPAL WATER IS EXISTING BENCHMARK ?ESIGN FLOW: _3 _BEDROOMS ..(11Q__GPD) _, _ 330 GPD _ . � MI RM1J_M__PIP_ -, PITCH ___0 _ BE 1 /$"PER :FOC: CONCRETE BOUND -{-I3.63 USE A 330 GPD DESIGN FLOW - - - - 10 ELEV _ 10.9' 4. DESIGN LOADING FOR ALL PRECAST -UNITS TO BE AASHO H- SEPTIC, TANK: 330 GPD � 4.�) _ .1485 5. PIPE JOINTS TO BE MADE WATERTIGHT. t9.16 - 67.00' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE _WITH....MASS._._.._..__ .._ w 5' REMOVAL OF UNSUITABLE SOIL REQUIRED USE A 2Q_Q GALLON SEPTIC TANK ENVIRONMENTAL CODE TITLE V. 9.65 ,I-Io.o7 F _ AROUND PERIMETER OF LEACHING FACILITY, - - 'FNCF WITH CLEAN MED. SA !0. DOWN _r. solL LAYER. REPLACE J�'969' LEACHING: 7. THIS PLAN IS FOR. PROPOSED SEPTIC SYSTEM ONLY AND IS NOT I i i9.2 _.05 ,PAVED ; •, P SIDES: 2(37.25 + 10,83) (.74) (.58) _ 41.2 TO BE USED FOR ANY OTHER PURPOSE. . ....,� U-' 1 n +11.34 t'ROVIDE APPROX 125' OF 40 c Q „ DRAIN MHOLE - COVERS . 05-.151 11.91 37.25 x 10.83 74 - 8. PIPE FOR -'L- TIC SYSTEM TO SCH. 40-4 PVC. LINER AT 5' OFF PERIMETER96' a SAS (AT LIMIT OF REMOVAL). BOTTOM: ( ) 298.5 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT . -1 AT EL. 12.1', BOTTOM AT TOTAL: 459 S.F.. 339.7 GPD - - INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED - 2.02 / ,,.112a, V. 8.1'FROM BOARD OF. HEALTH. USE 5 STANDARD INFILTRATORS WITH 4 STONE AT 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING. SEPTIC SYSTEM 12.9 � (SIDES AND 3' AT ENDS 11. ELECTRICAL PERMIT REQUIRED + INSTA_ To LEGEND TITLE 5 SITE PI' AAI 11.87" DETERMII\.. ")FQUACY11 V OF ELECTRICf, �vSTEM 100.0 PROPOSED SPOT ELEVATION OF Q CO FOR PUMP INS'I H_. �� 107 SOUTH SEA AVENUE D11.36 %�'.� _ - - 100x0 EXISTING SPOT ELEVATION - ,�3 IN THE TOWN OF: 11.70 ;, PROPOSED CONTOUR.. _ (WEST) _YARMOUTH - �� - 100 EXISTING CONTOUR PREPARED FOR: RICHARD HILL �� EXISTING CESSPOOL RONNIE HAY :..., 5�� 1U6 7F0 �L 30 .0 30 60 90 r-� r0 WNI BOARD of HEALTH ,r:;, 4. MA !Z ,r/'.�C�C MA SCALE: 1.. = 30' DATE: JULY 11, 2005 --' IED DATE REV. 9/27/05 (PER HEALTH DEPT.) off 506-362-4541 fax 508 362-9880 BUOYANCY CALCS: i �� tH.OF Tdg86, �tH OF I'q 1500 GAL H-10 SHOREY ST WEIGHT. 11480 LBS o`'� ARNE �y wok ARNE H. o�c OCT 0ZOOS down cape engineering, Inc. �� OJALA 2.8'x10.5x5.67x62.4=10402 LBS UP(OK) H U OJALA N CIVIL N LT HEAH DEPT. 1000 GAL H710 SHOREY ST WEIGHT: 8240 LBCIVIL ENGINEERS S 4 No. 2 348 No 92 10 LAND SURVEYORS �oF 3.15 x 8.5 x 4.83 x 62.4 = 8070 LBS UP (OK) ss�o q �NAL�E� 939 main st. yarmouth, ma 02675 ARNE H. OJALA, P.E., P.L.S. DATE