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HomeMy WebLinkAbout83-1840 - Site Plan002SYSTEM PROFILE ACCESS COVERS TO FIN. GRADE WHERE UNDER (NOT TO SCALE PAVEMENT (OR WITHIN 3" OF GRADE IF NOT) ACCESS COVER (WATERTIGHT) TO ACCESS COVER TO WITHIN 3" OF FIN. GRADE )' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 27 SLOPE REQUIRED OVER SYSTEM RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE FOR FIRST 2, OR GEOTEXTILE FABRIC PROPOSED 1500 GALLON SEPTIC TANK (H- ZO) GAS 2-78' BAFFLE 3295 �� O 0 0 �6" CRUSHED STONE OR MECHANICAL 80 0 0 0 0 0 0 COMPACTION. (15.221 [21) FLOW = 4' ( % SLOPE) (-!—% SLOPE) 3/4" TO 1 1/2" DOUBLE WASHEC STONE )EPTH - �" WATER TEST D'BOX FOR LEVELNESS DEPTH = 14" 10' — SEPTIC TANK 71' D' BOX 20' OPOSED SPOT ELEVATION STING SPOT ELEVATION OPOSED CONTOUR (STING CONTOUR ST. CESSPOOL I STONE STEPS IN KIND WOOD RAILINGS SYSTEM DESIGN: LEACHING FACILITY 3' MAX. 6' BOTTOM TH 1 24.6' GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD USE A 1500 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE A 1500 GAL. SEPTIC TANK LEACHING: SIDES: 2 (39 + 10.83) 2 (.74) = 147 GPD BOTTOM 39 x 10.83 (.74) = 312 GPD APPROVED TOTAL: 620 S.F. 459 GPD USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) WITH 2.5' STONE AT ENDS AND 3' AT SIDES 28 10E / }/ FUTURE SCR. +BOULDER II FOLLINS POND (TIDAL) OBS. HIGH WATER SALT / MARSH WALL RE -VITALIZE _T MA DATE BOARD OF HEALTH EXIST. BOATHOUSE TO BE REPAIRED AND REMODELED. REPAIRS INCLUDE HELIX WALL REINFORCEMENT OF CONCRETE WALLS AND REPAIRS/MODIFICATIONS TO THE ROOF. NEW DOORS, EXTERIOR SHINGLES AND PAINTING ALSO PROPOSED. PROVIDE WORK LIMIT LINE OF SILT FENCE LANDWARD OF SALT MARSH PRIOR TO ANY WORK COMMENCING ON BOATHOUSE BOAT -16 HOUSE n' / PROP. / \1 DRIVE - - EXIST. CP WI LEA O ',FIELD THIS EA i 39 O \ / I 1 040 / 1 / 1 / PAVED \ 11 DRIVE ) / / / EXIST. 2 CAR GARAGE LCP 23906A LCP 25153B LOTS 3&4 1.51± AC. 4• \ O PCOL APRON t 0 0)l 20.00 REPAIR AND EXPAND SHED 2' SOUTH- WESTERLY SCALE 3 � 5 011i \ or/ } TO BE REMOVED /u 1992 (DWELLING IS IN C) rlaT II FOLLINS POND (TIDAL) OBS. HIGH WATER SALT / MARSH WALL RE -VITALIZE _T MA DATE BOARD OF HEALTH EXIST. BOATHOUSE TO BE REPAIRED AND REMODELED. REPAIRS INCLUDE HELIX WALL REINFORCEMENT OF CONCRETE WALLS AND REPAIRS/MODIFICATIONS TO THE ROOF. NEW DOORS, EXTERIOR SHINGLES AND PAINTING ALSO PROPOSED. PROVIDE WORK LIMIT LINE OF SILT FENCE LANDWARD OF SALT MARSH PRIOR TO ANY WORK COMMENCING ON BOATHOUSE BOAT -16 HOUSE n' / PROP. / \1 DRIVE - - EXIST. CP WI LEA O ',FIELD THIS EA i 39 O \ / I 1 040 / 1 / 1 / PAVED \ 11 DRIVE ) / / / EXIST. 2 CAR GARAGE LCP 23906A LCP 25153B LOTS 3&4 1.51± AC. 4• \ O PCOL APRON t 0 0)l 20.00 REPAIR AND EXPAND SHED 2' SOUTH- WESTERLY x6 PROP. DWELLING WITH ATTACHED 2 CAR GARAGE PROP. EXTENSION OF RET. WALL EXIST. GARAGE TO BE CONVERTED TO WORKSHOP WITH 6' WIDE DOORS IN PLACE OF GARAGE DOORS TDWN OF YARMOUTH (IN-HOUSE) VARIANCE REQUESTED (HEALTH DEPT.): TDP OF FOUNDATION TO BE 3.7' BELOW THE HIGH POINT IN TiE ROAD (5.7' VARIANCE REQUESTED) LOCUS MAP NOT TO SCALE ASSESSORS EXISTING CHAIN LINK FENCE EXISTIN IS WITHIN FEMA FLOOD } TO BE REMOVED DWELLING 1992 (DWELLING IS IN C) rlaT OOR 42 Lu PROPOSED WHITE PVC FENCE EL=41:0' x v WITH SELF -LATCHING GATE(S) (RAZE) IiW J TO SURROUND POOL AT EXTENT OF APRON IN SL sg 1OYR 5/4 — ACCORDANCE WITH STATE AND / x LOCAL REGULATIONS x x B EXISTING RETAINING WALL TO B BE REPLACED WITH EITHER LS 'y LS STONE OR STONE -FACED \ 10YR 5/8 WALL (DESIGN BY OTHERS). 31.6' PROPOSED EXTENSION SHOWN. x6 PROP. DWELLING WITH ATTACHED 2 CAR GARAGE PROP. EXTENSION OF RET. WALL EXIST. GARAGE TO BE CONVERTED TO WORKSHOP WITH 6' WIDE DOORS IN PLACE OF GARAGE DOORS TDWN OF YARMOUTH (IN-HOUSE) VARIANCE REQUESTED (HEALTH DEPT.): TDP OF FOUNDATION TO BE 3.7' BELOW THE HIGH POINT IN TiE ROAD (5.7' VARIANCE REQUESTED) LOCUS MAP NOT TO SCALE ASSESSORS MAP 127 PARCEL 6 LOCUS IS WITHIN FEMA FLOOD ELEV. 5 AND C AS SHOWN ON PANEL #250015 0002D DATED 1992 (DWELLING IS IN C) rlaT 1N A1''� NOTES 1. DATUM IS NGVD 2. MUNICIPAL WATER IS EXISTING/AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOO 4. DESIGN LOADING FOR SEPTIC TANK TO BE 20; D'BOX AND CHAMBERS TO BE H-10. 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORD, MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY BE USED FOR LOT LINE STAKING OR ANY OTF 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" 9. COMPONENTS NOT TO BE BACKFILLED OR WITHOUT INSPECTION BY BOARD OF HEALTH I OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOF DIGSAFE (1-888-344-7233) AND VERIFYING OF ALL UNDERGROUND & OVERHEAD UTILITIES COMMENCEMENT OF WORK. 11. EXISTING LEACHING FACILITIES SHALL BE I REMOVED OR PUMPED AND FILLED WITH CLEA 12. ANY UNSUITABLE MATERIAL ENCOUNTEREC REMOVED 5' BENEATH AND AROUND THE PRC LEACHING FACILITY. 13. PROVIDE NEW WATERLINE FROM SHUT OFF DWELLING, MINIMUM 10' FROM SEPTIC COMPOl NOTE: PORTION OF EXISTING IS SHOWN. 14. PROPOSED TREE REMOVAL (BETWEEN 50' SETBACK TO C. BANK) SHALL BE IN CONSUL' CONSERVATION AGENT TEST HOLE LOGS ENGINEER: SHAWN MacINNES WITNESS: AMY VON HONE, RS DATE: JULY 11, 2007 PERC. RATE _ < 2 MIN/INCH CLASS SOILS Q \\ \ OF -� � 98 DRIFTWOOD LANE � vvv ��\� SOUTH YARMOUTH \ \\ o �%L PREPARED FOR HIGH PT IN ROAD off 508-362-4541 \ - JEFFREY A. & LINDA J. COOK f TAG 388 fax 508-362-9880 \\ � ELEV= 45.T , downcape.com © \\ � ¢ i \ _ OCTOBER 20, 2008 rrneering inc, \� \ ��y(H OF Mgys9c �ySH OF/,�gSS 1 � \ � �°2 DANIELA. yam,,, ,�� DANIEL �cyc Scale:l = 20' ��� engineers \ ,o OJALA `" m -- \ P ,� o .aD ti I o to zo so ao so FE�r �T MA 02675 \� DATE DANIEL A. OJALc, E�PLS 4 ELEV. ' 4 p„ 37.1 p” 24" FILL 10" 0 A A SL SL 1OYR 5/4 24" 1OYR 5/6 36" B B LS LS 53" 10YR 5/8 1OYR 5/6 31.6' 66" PERC O1 C1 LMS LMS IOYR 6/4 gp" 1OYR 6/4 B9" C1 C1 MS MS 150" 1OYR 6/3 24.6 120" 1OYR 6/3 NO GROUNDWATER ENCOUNTERED Q \\ \ OF -� � 98 DRIFTWOOD LANE � vvv ��\� SOUTH YARMOUTH \ \\ o �%L PREPARED FOR HIGH PT IN ROAD off 508-362-4541 \ - JEFFREY A. & LINDA J. COOK f TAG 388 fax 508-362-9880 \\ � ELEV= 45.T , downcape.com © \\ � ¢ i \ _ OCTOBER 20, 2008 rrneering inc, \� \ ��y(H OF Mgys9c �ySH OF/,�gSS 1 � \ � �°2 DANIELA. yam,,, ,�� DANIEL �cyc Scale:l = 20' ��� engineers \ ,o OJALA `" m -- \ P ,� o .aD ti I o to zo so ao so FE�r �T MA 02675 \� DATE DANIEL A. OJALc, E�PLS