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HomeMy WebLinkAbout143.105.13 - Site and Sewage PlanT.O.F. AT EL. 58.5' SEPTIC PROFILE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) ACCESS COVER (WATERTIGHT) TO 5T MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 4 ' 2% SLOPE REQUIRED OVER SYSTEM 52.0' 54.5' RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE - FOR FIRST 2' PROPOSED 15007 3' MAX. 54.0' GAL. S.T. (H-10) 53.75' I W/ F_A.S.T. SYSTEM TEE .;. 50.5' 49.83' 50.67' �� O ( 5 % SLOPE) �6" CRUSHED STONE OR MECHANICAL o = � 2 5' ® SIDES ==Mm 0 oro TEST HOLE LOGS ENGINEER: D.A. OJALA, SE WITNESS: AMY VON HONE, RS DATE: 12/9/97 PERC. RATE _ < 2 -MIN PER INCH CLASS I SOILS P# N/A is 6A'A COMPACTfON. (15.221 12]) 8Q EL€V. SETu��T DEPTH 9F FLOW = 4' 17 X0$0 2 [� C7 C7 C] C� O C7 D !� 0 47.0' 1 ELEV. � TEE SIZES: (-7. SLOPE) (-23 % SLOPE) o00 4 Y >, 0" 52 0' 0" I 54 5' 0 A SL 1OYR 3/1 E LS 1OYR 6/1 B LS 1OYR 5/8 C1 MS 2.5Y 7/3 INLET DEPTH = 10" 3/4 TO 1 1/2 DOUBLE WASHED STONE OUTLET DEPTH = 14" 2„ FOUNDATION- 10' SEPTIC TANK 18' D' BOX 12' LEACFING FAC I L I FY 3" /BLO�WE 5' 1.5" VENT PIPING i 7„ ACCESS PORTSBENCHMARK: HYDRANT TAG BO_T �a I 58 56 54 NEXT TO "0" IN "OPEN" EL. 55.83' TREATED WATER OUTLET 26"60 ' WASTE INLET (MIN. _ _ _ _ / 3" ABOVE OUTLET) 52 / , , 42.0 50" / 6" DIAMHOLE 72" --.� ALEXANDER DRIVE . - MICRO FAST INSERT BY BIO-MICROBICS 1� j 120" IN 1500 GALLON TANK SEE NOTE 11. 50 NO WATER ENCOUNTERED NOTES: � � � / . / , � \ SEPTIC DESIGN: NOT ALLOWED i (GARBAGE DISPOSER IS ) 1. DATUM IS APPROXIMATED FROM DENNIS QUAD .. 3_:-_E FDRS2QMS�(1 ]-O -GPQ� 330 rpn a ��, DESIGN FLOW - - __ ° � " - �- --� ., , . ,� '..E "TC � ---dam R I 35' 57.5 6 USE A 330 GPD DESIGN FLOW W 3. MINIMUM PIP PITCH TO BE 1/8" PER FOOT. TH 1 6, I3' / SEPTIC TANK:: 330 GPD 2 (-) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 14'1500 USE A . a 44 GALLON .SEPTIC T NK W/ F,A,.S.T, SYSTEM' 5. PIPE JOINTS TO BE MADE WATERTIGHT. PROP. DWELL.6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ,r �N LEACHING: ENVIRONMENTAL CODE TITLE V. 57.5 / SIDES: 2(30 + 9.83) 2 (.74) = 118 7. THIS PLAN IS FOR PROPOSED ;WORK ONLY AND NOT TO BE 1�1 42 USED FOR LOT LINE STAKING, T. F. 58.5' BOTTOM: 30 x 9.83 (.74) 218 \ 15 TOTAL: 454 S.F.336 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. . GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT CHAMBERS (ACME OR 32' 40 USE (3) 500 GAL LEACHING INSPECTION BY BOARD OF HEALTH AND .PERMISSION OBTAINED DECK � � EQUAL) WITH F.5' STONE AT SIDES AND 2.25' AT ENDS FROM BOARD OF HEALTH. 10, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE 57.5 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. I -I2 / � 59' �REMOTED BLOWER .- 11. CONSULT INSTALLATION AND MAINTENANCE SPECS FOR MICRO FAST LEGEND SITE AND SEW ADE PLAN PROPOSED SPOT ELEVATION - OF .. 100x0 EXISTING SPOT ELEVATION 41 ALEXANDER DRIVE Fl 001 IN THE TOWN OF: PROPOSED CONTOUR YARMOUTH 100:--=--; EXISTING CONTOUR _..:. I PREPARED FOR: DAVID McCARTHY !'PROP SHRUB 1 � ! I _ 30 0 30 60 90 BOARD OF HEALTH MA A PROVED DATE. •' _ SCALE. 1" 30' E AUGUST 22, 1998 DAT PROPOSED MONITORING WELLS OR SAMPLE PORTS TO BE PROVIDED FOR REQUIRED TESTING ACCORDING TO SAMPLING AND MAINTENANCE AGREEMENTPROVDED BYFAST. SYSTEM. j MAX,# BEDROOMS ALLOWED = 3 C off 508-362-4541 s� MAX. SIZE LAWN ALLOWED 2Q00 S.F. CONTRACT WITH ENGINEER TO ME4SURE ANDfox 508 362-9880 58 ©,61%i 1 CERTIFY PRIOR TO OWNER OBTAINING OCCUPANCY PERMIT I / 52 so 48 down cape engineering, Inc. `,;� or M9s � of I oto ARNE �yG�� ZJ 56 54 s L CIVIL ENGINEERS s wnua NCH. No. 26348 woe �H LAND SURVEYORS °�F 9fcrslc Qom`` No qYIE 2 98-308 939 main St. yarmouth, ma 02675 S�_-- sT� ° ARNE H. D AIS P. L. S. DATE y . 0 2„ LOCATION MAP SCALE 1" A SL 3" 1 OYR 3/1 ASSESSORS MAP 129 PARCEL S29 E LS ZONING DISTRICT: R - 40 7 10YR 6/1 YARD SETBACKS: FRONT = 30' B SIDE = 20' LS 49.83' 1OYR 5/8 REAR = 20' 32" 51.8' PLAN REF. - LCP 34995F Cl FLOOD ZONE: C MS OWNER'S RESPONSIBILITY TO VERIFY ZONING REQUIREMENTS" WITH THE TOWN OFFICIALS PRIOR TO CONSTRUCTION 2.5Y 7/6 72" C2 MS 42.0' 144" 2.5Y 7/3 42.5' IN 1500 GALLON TANK SEE NOTE 11. 50 NO WATER ENCOUNTERED NOTES: � � � / . / , � \ SEPTIC DESIGN: NOT ALLOWED i (GARBAGE DISPOSER IS ) 1. DATUM IS APPROXIMATED FROM DENNIS QUAD .. 3_:-_E FDRS2QMS�(1 ]-O -GPQ� 330 rpn a ��, DESIGN FLOW - - __ ° � " - �- --� ., , . ,� '..E "TC � ---dam R I 35' 57.5 6 USE A 330 GPD DESIGN FLOW W 3. MINIMUM PIP PITCH TO BE 1/8" PER FOOT. TH 1 6, I3' / SEPTIC TANK:: 330 GPD 2 (-) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 14'1500 USE A . a 44 GALLON .SEPTIC T NK W/ F,A,.S.T, SYSTEM' 5. PIPE JOINTS TO BE MADE WATERTIGHT. PROP. DWELL.6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ,r �N LEACHING: ENVIRONMENTAL CODE TITLE V. 57.5 / SIDES: 2(30 + 9.83) 2 (.74) = 118 7. THIS PLAN IS FOR PROPOSED ;WORK ONLY AND NOT TO BE 1�1 42 USED FOR LOT LINE STAKING, T. F. 58.5' BOTTOM: 30 x 9.83 (.74) 218 \ 15 TOTAL: 454 S.F.336 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. . GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT CHAMBERS (ACME OR 32' 40 USE (3) 500 GAL LEACHING INSPECTION BY BOARD OF HEALTH AND .PERMISSION OBTAINED DECK � � EQUAL) WITH F.5' STONE AT SIDES AND 2.25' AT ENDS FROM BOARD OF HEALTH. 10, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE 57.5 LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. I -I2 / � 59' �REMOTED BLOWER .- 11. CONSULT INSTALLATION AND MAINTENANCE SPECS FOR MICRO FAST LEGEND SITE AND SEW ADE PLAN PROPOSED SPOT ELEVATION - OF .. 100x0 EXISTING SPOT ELEVATION 41 ALEXANDER DRIVE Fl 001 IN THE TOWN OF: PROPOSED CONTOUR YARMOUTH 100:--=--; EXISTING CONTOUR _..:. I PREPARED FOR: DAVID McCARTHY !'PROP SHRUB 1 � ! I _ 30 0 30 60 90 BOARD OF HEALTH MA A PROVED DATE. •' _ SCALE. 1" 30' E AUGUST 22, 1998 DAT PROPOSED MONITORING WELLS OR SAMPLE PORTS TO BE PROVIDED FOR REQUIRED TESTING ACCORDING TO SAMPLING AND MAINTENANCE AGREEMENTPROVDED BYFAST. SYSTEM. j MAX,# BEDROOMS ALLOWED = 3 C off 508-362-4541 s� MAX. SIZE LAWN ALLOWED 2Q00 S.F. CONTRACT WITH ENGINEER TO ME4SURE ANDfox 508 362-9880 58 ©,61%i 1 CERTIFY PRIOR TO OWNER OBTAINING OCCUPANCY PERMIT I / 52 so 48 down cape engineering, Inc. `,;� or M9s � of I oto ARNE �yG�� ZJ 56 54 s L CIVIL ENGINEERS s wnua NCH. No. 26348 woe �H LAND SURVEYORS °�F 9fcrslc Qom`` No qYIE 2 98-308 939 main St. yarmouth, ma 02675 S�_-- sT� ° ARNE H. D AIS P. L. S. DATE y .