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HomeMy WebLinkAbout83-1840 - Site PlanSYSTEM PROFILE TOP FNDN. AT EL. 40.0' NOT TO SCALE) ACCESS COVERS OR WIOTHNIN3-OFD GRADEIF NOT) ACCESS ACCESS COVER TO WITHIN 3" OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO 39.0' MINIMUM .75' OF COVER OVER PRECAST // WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 3C,. A-C RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE37.0'FOR FlRST 2'OR GEOTEXTILE FABRICPROPOSED 1500 3' MAX. GALLON SEPTIC 36.0- 3 .4' 36.25' TANK (H- 20) GAS78' BAFFLE 3295' F7 O O 0 32.6' E71 0 o a o o (7.5% SLOPE) 6- CRUSHED STONE OR MECHANICAL 8o RE E__1 17:1 F71 0 COMPACTION. (15.221 [21) �$0 2' o 0 0 0 0 0 o n DEPTH OF FLOW = `� SLOPE) (-!-% SLOPE) TEE saes; 3/4" TO 1 1/2" DOUBLE WASHEC STONE INLET DEPTH ' ' WATER TEST D'BOX FOR LEVELNESS OUTLET DEPTH = 14' ' ' ' LEACHING FOUNDATION- 10' -SEPTIC TANK 71DBOX 20FACILITY SYSTEM DESIGN: C BOTTOM TH 1 24.6' GARBAGE DISPOSER IS NOT ALLOWED DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD USE A 1500 GPD DESIGN FLOW LEGEND SEPTIC TANK: 440 GPD (2) = 880 USE A 1500 GAL. SEPTIC TANK 100.0 PROPOSED SPOT ELEVATION LEACHING: 100x0 EXISTING SPOT ELEVATION SIDES: 2 (39 + 10.83) 2 (.74) = 147 GPD MA BOTTOM 39 x 10.83 (.74) = 312 GPD APPROVED DATE BOARD OF HEALTH 100 PROPOSED CONTOUR - 100- EXISTING CONTOUR TOTAL: 620 S.F. 459 GPD USE (4) 500 GAL. LEACHING CHAMBERS (ACME OR EQUAL) ;cP;EXIST. CESSPOOL WITH 2.5' STONE AT ENDS AND 3' AT SIDES 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. PROVIOF FOLLINS POND MARSHEPRORKTOMIT ANY WD KLINEFCOMMENCNG ONSILT FENCEDWARD BOATHOUSEALT (TIDAL) OBS. HIGH WATER ! \ /j, SALT MARSH SALT/\ --�� j.MARS �..' 5' REMOVAL OF UNSUITABLE SOIL REQUIRE( AROUND PERIMETER OF LEACHING FACILITY DOWN TO SUITABLE SOIL LAYER. REPLACE/ WITH CLEAN MED. SAND.--\ woe •�� / Qui '10.00, AL 50 Fi C� SZ PK L\.�-� err_ -- TO BE REMOVED B R� PROPOSED WHITE PVC FENCE �\ +; EXIST. \\ _ _ _ ¢ J BOAT 16 R >a POOL APRON HOUSE n' STONE OR STONE -FACED rr� x � PROPOSED EXTENSION SHOWN. .x-24 22� STA WALL / 48 /+ -- -- j� N TIE ?6, W L REPLACE MISSING STONE STEPS IN KIND 2 AND ADD PT PINE WOOD RAILINGS 40 08 \meg +���_ I �,L�♦ � � 5' REMOVAL OF UNSUITABLE SOIL REQUIRE( AROUND PERIMETER OF LEACHING FACILITY DOWN TO SUITABLE SOIL LAYER. REPLACE/ WITH CLEAN MED. SAND.--\ woe •�� / Qui '10.00, AL 50 Fi C� SZ PK L\.�-� err_ -- TO BE REMOVED B R� PROPOSED WHITE PVC FENCE �\ +; EXIST. \\ _ _ _ POOL REPAIR AND EXPAND SHED 2' SOUTH - R __EXISTING POOL APRON f WESTERLY 36, BE REPLACED WITH EITHER STONE OR STONE -FACED x � PROPOSED EXTENSION SHOWN. RE -VITALIZE 3� OV(TYP) ARDENSRE / 48 /+ -- -- RPORCH BOULDER, 0 ANK PROP. ��P`) BOULDER PROP. 1 1- _ DRIVE EXIST. CP WA LEA A\\Q i O / / N �- i� / i DWELLING 39 OOR EL= (RAZE) 1 x 1 x� 1 Lx�x , O � � �\FlELD THIS EA \ N 3s � o \ A� / \ O / O' / I 1 / PAVED \ 11 DRIVE 1 / / o /f EXIST. �A'I 2 CAR GARAGE pip Z \ v \ \ 9' RAINAGE \\ Q SEMENT BENCHMARK: USE \\ WATER SHUT-OFF AT ELEV. 37.0' \ Ej 00 \ �O Q \� \ 3s 9 v �z \\ oo. �� \ \ \ Off 508-362-4541 \ � fax 508-362-9880 \ downcape.com © \\ y£ down cape engineering, inc. \� civil engineers \\ A land surveyors \ \ 939 Main Street ( Rte 6A) \ YARMOUTHPORT MA 02675 \ 07-212 LCP 23906A LCP 25153B LOTS 3&4 1.51* AC. (HYDRANT TAG 388 ELEV= 45.7' DATE HIGH PT IN ROAD (EL 45.0') 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 DANIEL A. TOWN OF YARMOUTH (IN-HOUSE) VARIANCE REQUESTED (HEALTH DEPT.): - TDP OF FOUNDATION TO BE 3.7' BELOW THE HIGH POINT IN TSE ROAD (5.7' VARIANCE REQUESTED) PLS Follins Pond o o. LOCUS Erik s P riffyoad fh 0 Oye Ter: \a� 4 Knob Hill Route 6 Whites Poth LOCUS MAP NOT TO SCALE ASSESSORS MAP 127 PARCEL 67 LOCUS IS WITHIN FEMA FLOOD ZONE A4 ELEV. 5 AND C AS SHOWN ON COMMUNITY PANEL #250015 0002D DATED JULY 2, 1992 (DWELLING IS IN C) rt0-r iN Pr 'D NOTES 1. DATUM IS NGVD 2. MUNICIPAL WATER IS EXISTING AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 20; D'BOX AND CHAMBERS TO BE H-10. 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. EXISTING LEACHING FACILITIES SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 13. PROVIDE NEW WATERLINE FROM SHUT OFF TO PROPOSED DWELLING, MINIMUM 10' FROM SEPTIC COMPONENTS/LINES. NOTE: PORTION OF EXISTING IS SHOWN. 14. PROPOSED TREE REMOVAL (BETWEEN 50' AND 100' SETBACK TO C. BANK) SHALL BE IN CONSULTATION WITH CONSERVATION AGENT TEST HOLE LOGS ENGINEER: SHAWN MacINNES WITNESS: AMY VON HONE, RS DATE: JULY 11, 2007 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. ELEV. 0„ 4 37.1' p" 4 34_7' 24" FILL 10" 0 A A SL SL tOYR 5/4 24" 1OYR 5/6 36" B B LS LS 53" 1OYR 5/8 30.3' 61OYR 5/6 31.6' 6" PERC C1 C1 LMS LMS 1OYR 6/4 90" 1OYR 6/4 69" C1 C1 MS MS 1OYR 6/3 1OYR 6/3 150" 24.6' 120" 24.7' NO GROUNDWATER ENCOUNTERED 11#01M�ill ) iIU IIIII ip ,, u OF 98 DRIFTWOOD LANE SOUTH YARMOUTH PREPARED FOR JEFFREY A. & LINDA J. COOK rW OCTOBER 20, 2008 Scale: 1 "= 20' J_1 0 10 20 30 40 50 FEET �--EXISTING CHAIN LINK FENCE k TO BE REMOVED PROPOSED WHITE PVC FENCE <u TE(S) TPOOLG TO SURROUND AT EXTENT OF APRON IN ACCORDANCE WITH STATE AND LOCAL REGULATIONS __EXISTING RETAINING WALL TO BE REPLACED WITH EITHER STONE OR STONE -FACED WALL (DESIGN BY OTHERS). PROPOSED EXTENSION SHOWN. 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 DANIEL A. TOWN OF YARMOUTH (IN-HOUSE) VARIANCE REQUESTED (HEALTH DEPT.): - TDP OF FOUNDATION TO BE 3.7' BELOW THE HIGH POINT IN TSE ROAD (5.7' VARIANCE REQUESTED) PLS Follins Pond o o. LOCUS Erik s P riffyoad fh 0 Oye Ter: \a� 4 Knob Hill Route 6 Whites Poth LOCUS MAP NOT TO SCALE ASSESSORS MAP 127 PARCEL 67 LOCUS IS WITHIN FEMA FLOOD ZONE A4 ELEV. 5 AND C AS SHOWN ON COMMUNITY PANEL #250015 0002D DATED JULY 2, 1992 (DWELLING IS IN C) rt0-r iN Pr 'D NOTES 1. DATUM IS NGVD 2. MUNICIPAL WATER IS EXISTING AVAILABLE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR SEPTIC TANK TO BE AASHO H- 20; D'BOX AND CHAMBERS TO BE H-10. 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. ENVIRONMENTAL CODE TITLE V. 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. 11. EXISTING LEACHING FACILITIES SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 13. PROVIDE NEW WATERLINE FROM SHUT OFF TO PROPOSED DWELLING, MINIMUM 10' FROM SEPTIC COMPONENTS/LINES. NOTE: PORTION OF EXISTING IS SHOWN. 14. PROPOSED TREE REMOVAL (BETWEEN 50' AND 100' SETBACK TO C. BANK) SHALL BE IN CONSULTATION WITH CONSERVATION AGENT TEST HOLE LOGS ENGINEER: SHAWN MacINNES WITNESS: AMY VON HONE, RS DATE: JULY 11, 2007 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS ELEV. ELEV. 0„ 4 37.1' p" 4 34_7' 24" FILL 10" 0 A A SL SL tOYR 5/4 24" 1OYR 5/6 36" B B LS LS 53" 1OYR 5/8 30.3' 61OYR 5/6 31.6' 6" PERC C1 C1 LMS LMS 1OYR 6/4 90" 1OYR 6/4 69" C1 C1 MS MS 1OYR 6/3 1OYR 6/3 150" 24.6' 120" 24.7' NO GROUNDWATER ENCOUNTERED 11#01M�ill ) iIU IIIII ip ,, u OF 98 DRIFTWOOD LANE SOUTH YARMOUTH PREPARED FOR JEFFREY A. & LINDA J. COOK rW OCTOBER 20, 2008 Scale: 1 "= 20' J_1 0 10 20 30 40 50 FEET