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Home My WebLink About169 Route 6A - Site PlanC LEGEND - EXISTING CONTOUR 19.1 EXIST, SPOT ELEV. I--- PROPOSED CONTOUR �) PROPOSED SPOT EL. TEST HOLE SLOPE OF GROUND > UTILITY POLE FIRE HYDRANT PROPOSED POST LIGHT ALL SYMBOLS MAY APPEAR IN DRAWING NSTALLER SHALL VERIFY THE DNS OF ALL UTILITIES AND ALL dG SEWER OUTLETS AND IONS PRIOR TO INSTALLING ANY N OF SEPTIC SYSTEM SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED + • C.I. METAL ACCESS COVERS TO GRADE DESIGN FLOW: 1 BEDROOMS ®110 GPD = 110 GPD \ P ND. EL 43.5' OFFICE USE 3,516 SF X (75 GPD/1,000 SF) = 263.7 GPD 42.9' MINIMUM STORAGE USE 1,672 SF X (75 GPD/1,000 SF) = 125.4 GPD PRECAST H-20 USE A 500 GPD DESIGN FLOW 499'1 GPD . +SCH40 PVC Z*�') SEPTIC TANK: 500 GPD (2) = 1000 GAL. 'G" A=*40.8' TEE 14' USE A 1500 GAL. DUAL COMPARTMENT SEPTIC TANK B=*40.4'(PROP) 1500 GAL H -2o TEE 39.88' SEPT C TANK cAs 130 LEACHING: +' E EQ " ACME OR EQUAL SIDES: 2 (16 + 40) 1 (.74) = 82 GPD BOTTOM 16 x 40 (.74) = 473 GPD °o°o°o°o°o°o°o°o°o° 4' °o°o°o°0°0°0°0°0°0° DEPTH OF FLOW TOTAL: 750 S.F. 555 GPD > 499 GPD (OK) TEE SIZES: INLET DEPTH 14" USE (8) H-20 4'X8' FLOWDIFFUSORS (ACME OR EQUAL) - OUTLET DEPTH 14" IN A GALLEY FORMATION AS SHOWN WITH 4' STONE ALL AROUND = (1_6 % SLOPE) A=57' - APPROVED DATE BOARD OF HEALTH MA FOUNDATION- B=22' - SEPTIC TANK (_1_5_% SLOPE) AT/ 4' O.C. a I C) /I IoI T -2 IINDEN LANE \ o. / Ic� o I ❑ 122 PCL 117 & NOEL S. GRAY25 5' a''o `'10.0' 231 PG 299 a m I 20.0 pti' o� Ia I A I ;A CV j PROP SE PAVED PAf�� IN o o00 JI a, / /II o I rte_ _ �, ( I - I y - a I n / PAINTTyp PARCEL A6 10.0' ' #169 MAIN STREET a MAP 122 PCL 121 \ y Lu JOLY, McABEE& WEINERT, C DB 20272 PG 137i2L-k 28,340 SF± 5' REMOVAL OF UNSUITABLE SOIL vl REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO VENT J SUITABLE SOIL LAYER. REPLACE WITH CLEAN MEDIUM SAND. 2'- 26" MANUF. LeBARON, BROCKTON, MA MODEL: LK 110 BEL SEWER OR DRAIN AS APPROPRIATE WEIGHT: 475 LBS TYPICAL ACCESS COVER SCALE: 3/4" = 1'-0 AB. 39.63' SYSTEM PROFILE (NOT TO SCALE) 2" PEASTONE OR GEOTEXTILE FILTER FABRIC OVER STONE MORT ALL COMP NENlTS 4"OS( PVC (TYP-) PIPES L'EL 1ST 2' I i ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. C.I. METAL COVERS TO GRADE 2% SLOPE REQUIRED OVER SYSTEM BLOCKS OR 1 PRECAST RISERS H-20 TOP SYSTEM EL. 38.8' 3A.57'j °o°a°o°o°o ........o°o o o a °oH-20 4'X8' H-20 FLOW DIFFUSERS BY ACA °0 3/41•1-1/2" DOUBLE WASHED STONE 4' MIN. (8) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL ALL ROUND PRECAST STRUCTURES OVER).L DIMENSIONS TO OUTSIDE OF STONE: 48' X 16' COMPACTION. (15.221 [2v ( % SLOPE) 106' - - D' BOX (-L-% SLOPE) - 12' - LEACHING FACILITY AD1 L/ PROPOSED WHEELED L \ BENCHMARK: REFUSE CONTAINERS 3Ox3Ox48 CURB INLET 0 CUs PROPOSEDSIGN i MAIN STRUCTURE "HCP VA"CESSIBLE" , 30" WHITE PINE ❑o❑o❑o❑o❑o❑ Do❑o❑ _10❑o❑ o•. 0 0 0 0 o ❑�❑�❑'�❑�❑�❑ ❑o❑o❑o❑o❑o❑ 3" CALIPER TREES 8.8' 20' O.C. /MIN. 1,104 SF EMERALD GERALD 50 SF ARBORVITAE 5'HIGH a UNIT) AT/ 4' O.C. a I C) /I IoI T -2 IINDEN LANE \ o. / Ic� o I ❑ 122 PCL 117 & NOEL S. GRAY25 5' a''o `'10.0' 231 PG 299 a m I 20.0 pti' o� Ia I A I ;A CV j PROP SE PAVED PAf�� IN o o00 JI a, / /II o I rte_ _ �, ( I - I y - a I n / PAINTTyp PARCEL A6 10.0' ' #169 MAIN STREET a MAP 122 PCL 121 \ y Lu JOLY, McABEE& WEINERT, C DB 20272 PG 137i2L-k 28,340 SF± 5' REMOVAL OF UNSUITABLE SOIL vl REQUIRED AROUND PERIMETER OF LEACHING FACILITY, DOWN TO VENT J SUITABLE SOIL LAYER. REPLACE WITH CLEAN MEDIUM SAND. 2'- 26" MANUF. LeBARON, BROCKTON, MA MODEL: LK 110 BEL SEWER OR DRAIN AS APPROPRIATE WEIGHT: 475 LBS TYPICAL ACCESS COVER SCALE: 3/4" = 1'-0 AB. 39.63' SYSTEM PROFILE (NOT TO SCALE) 2" PEASTONE OR GEOTEXTILE FILTER FABRIC OVER STONE MORT ALL COMP NENlTS 4"OS( PVC (TYP-) PIPES L'EL 1ST 2' I i ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. C.I. METAL COVERS TO GRADE 2% SLOPE REQUIRED OVER SYSTEM BLOCKS OR 1 PRECAST RISERS H-20 TOP SYSTEM EL. 38.8' 3A.57'j °o°a°o°o°o ........o°o o o a °oH-20 4'X8' H-20 FLOW DIFFUSERS BY ACA °0 3/41•1-1/2" DOUBLE WASHED STONE 4' MIN. (8) UNITS REQUIRED 6" CRUSHED STONE OR MECHANICAL ALL ROUND PRECAST STRUCTURES OVER).L DIMENSIONS TO OUTSIDE OF STONE: 48' X 16' COMPACTION. (15.221 [2v ( % SLOPE) 106' - - D' BOX (-L-% SLOPE) - 12' - LEACHING FACILITY 16 P• DO DRAIN ANNEX LOADING ZONE G ro ❑ _1 �b IIIFlROPOSED Exlsr. tocol ExIST. 1 00 .` 3 EXISTING SHELL DRIVE p _ II rj �ADDIT�N GAL. LEACH ❑ GAL. SE ICS - = BUILDING PROPOSED 20' PAVED )RIVE o I \ PITS (DEMO I TANK (D MO) \ PROPOSED VWM ED / + 2,2'64 SF O REFUSE CONTAINER 2 �T FND.'I S B� .42.55 I y b�' 25.5' I , "�S _J # 5 Q� �• -:� \ -\wc° I �I r. z \ I 4 ROOF DRAIN TYP. 1 ( �� o f� N g S i, Q, EXISTING o I S y A - - :d " , A rn 1 S �\II I�° RM:¢ 21 RECONFIGURE DECKS To O BUILDING/APT. ` (D MAIN o ' co S I v ACCOMMODATE DRIVE O Z LAWN m I INV.:38.5' c> • '•"w;,� ,:: 1 �' I� i° \�P XISTING GRAVEL DRIVE n FF EL. 49.3 co \ �' � OP SED P VED PA KING I mo I I 0 mo 0 LT ^.� PORCH I %" + o �....;•. '..«r I I`\ ` • -_ =_-5 • ) STONF� \� DECK-, o I -- Q' \ ? / WAL v MIN 18"tree 12"m I i 8715'48"W F EL DRIVE CB V `al 332.14' RIM: 41.5'' 062 RIM:41.8' LP2 RIM: 42.6' INV.IN: 38.7" CALIPER TREES X INV.OUT: 38.6' INV.IN: 38.6' MAP 122 PCL 120 20' O.C. MIN. INV.OUT: 38.5' ROBERT F. &JUDITH M. COLLINS WHERE NOT PRESENT TYP. z Ln DB 8330 PG 232 (TYP.) MF AD1 TOTAL L \ BENCHMARK: BATH/HALL 3Ox3Ox48 CURB INLET 0 CUs ENGINEER: DAVID SPIKE IN GROUND MAIN STRUCTURE 2,587 SF RIM:42.0' 30" WHITE PINE ❑o❑o❑o❑o❑o❑ Do❑o❑ _10❑o❑ o•. 0 0 0 0 o ❑�❑�❑'�❑�❑�❑ ❑o❑o❑o❑o❑o❑ EL 46.96 c #165 MAIN STREET MAP 122 PCL 122 INV.IN: 39.6' (APPROX. LOC.) INV.OUT: 39.5' PROP.WATER METER 1,104 SF 502 SF GERALD 50 SF PROPOSED PIT/METERS UNIT) OSED ANNEX ADDITION M. & LAUREL R. DB 13487 PG 336 GALVIN 44 _ -GRAVEL DRIVE 1 CONNECTOR °� BLD . I PORCH I 0 SF 0 UNIT BLDG. N PORCH c ,516 Sr1.6 2 F 4J 'Sp"W 1 !� ROW OF LIM ED CEDARS I CALCULATION: 4" ROOF DRAIN • - 42C39T-----I ( - `f �- •----• ' 2 UNIT 20' g2 \ FV7- - - EXISTING - -- ----,- W -_ - -W 10 12 16 P• DO DRAIN ANNEX LOADING ZONE G ro ❑ _1 �b IIIFlROPOSED Exlsr. tocol ExIST. 1 00 .` 3 EXISTING SHELL DRIVE p _ II rj �ADDIT�N GAL. LEACH ❑ GAL. SE ICS - = BUILDING PROPOSED 20' PAVED )RIVE o I \ PITS (DEMO I TANK (D MO) \ PROPOSED VWM ED / + 2,2'64 SF O REFUSE CONTAINER 2 �T FND.'I S B� .42.55 I y b�' 25.5' I , "�S _J # 5 Q� �• -:� \ -\wc° I �I r. z \ I 4 ROOF DRAIN TYP. 1 ( �� o f� N g S i, Q, EXISTING o I S y A - - :d " , A rn 1 S �\II I�° RM:¢ 21 RECONFIGURE DECKS To O BUILDING/APT. ` (D MAIN o ' co S I v ACCOMMODATE DRIVE O Z LAWN m I INV.:38.5' c> • '•"w;,� ,:: 1 �' I� i° \�P XISTING GRAVEL DRIVE n FF EL. 49.3 co \ �' � OP SED P VED PA KING I mo I I 0 mo 0 LT ^.� PORCH I %" + o �....;•. '..«r I I`\ ` • -_ =_-5 • ) STONF� \� DECK-, o I -- Q' \ ? / WAL v MIN 18"tree 12"m I i 8715'48"W F EL DRIVE CB V `al 332.14' RIM: 41.5'' 062 RIM:41.8' LP2 RIM: 42.6' INV.IN: 38.7" CALIPER TREES X INV.OUT: 38.6' INV.IN: 38.6' MAP 122 PCL 120 20' O.C. MIN. INV.OUT: 38.5' ROBERT F. &JUDITH M. COLLINS WHERE NOT PRESENT TYP. z Ln DB 8330 PG 232 (TYP.) MF RKING CALCULATIONS: 1 1 1/4" 4 1/2" FOURTH FLANGE AT BASINS WITHOUT CURB INLET MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS. 4 -FLANGE - 295 LBS. MINIMUM GRATE WEIGHT: 215 LBS. PASS AREA: 255 SQ. IN. SECTION A -A LeBARON LF -248 4 FLANGE FRAME AND GRATE 1" = 1'- 0" TING JJ I/ 24 1/4" TOTAL L \ STORAGE BATH/HALL APT. 0 CUs ENGINEER: DAVID 1NG MAIN STRUCTURE 2,587 SF 1,300 SF 0 SF ❑o❑o❑o❑o❑o❑ Do❑o❑ _10❑o❑ o•. 0 0 0 0 o ❑�❑�❑'�❑�❑�❑ ❑o❑o❑o❑o❑o❑ 945 SF c UNIT I ANNEX 1,104 SF 502 SF 552 SF 50 SF 0 SF (0 UNIT) OSED ANNEX ADDITION RKING CALCULATIONS: 1 1 1/4" 4 1/2" FOURTH FLANGE AT BASINS WITHOUT CURB INLET MINIMUM FRAME WEIGHT: 3 -FLANGE - 265 LBS. 4 -FLANGE - 295 LBS. MINIMUM GRATE WEIGHT: 215 LBS. PASS AREA: 255 SQ. IN. SECTION A -A LeBARON LF -248 4 FLANGE FRAME AND GRATE 1" = 1'- 0" TING WASHED STONE TOTAL OFFICE STORAGE BATH/HALL APT. 0 CUs ENGINEER: DAVID 1NG MAIN STRUCTURE 2,587 SF 1,300 SF 0 SF 342 SF 945 SF 1 UNIT 1NG ANNEX 1,104 SF 502 SF 552 SF 50 SF 0 SF (0 UNIT) OSED ANNEX ADDITION 3,282 SF 1,714 1,120 448 SF 0 SF 0 UNIT 30' TOTAL: 67973-S ,516 Sr1.6 2 F 1,248 SF 945 S 1 UNIT ;TNG CALCULATION: CLASS I 1 200 SF 1 600 SF 0 2 UNIT 20' 20' IIRED SPACES: 1 23 (22.4)1 17.6 12.8 STAINED DARK BROWN. 10 12 BLDG COVERAGE 25% 9.2% :ES PROVIDED: 123 (OF WHICH ONE IS HP VAN ACCESSSIBLE <70% 33.1% 58.6% -✓ t05-067 23/8 = 3 PARKING LOT TREES REQ.- 3 PROVIDED 1' FINISH COURSE 2"BINDER COURSE WIDEN BERM TO 18" X 6" AT MASS DPW BASINS (TYP.) TYPE 11 PROP.H-20 F&G L_ 18"--1 / 2' X 2' GRATE LeBARON LF248-2 OR EQ. SECTION VIEW: ..• . PAVEMENT N BED FRAME IN FULL 12' X 12" CONCRETE COLLAR FLUSH 8' REPROCESSED ADJUSTING COURSES AS RE'D. WITH BASE COAT ASPHALT3000 PSI CLASS I MIN. ASPHALT CONCRETE MORTAR ALL COMPONENTS (TYP GRAVEL- STATE SPEC VIB.ROLLER COMPACTED COLLAR D ETAI L NOT TO SCALE MIRAFI FABRIC OVER PIPE AND DOWN SIDES co F7A P-) � W 0 N 00000 0.5" STONE BENEATH 3 r EQUAL) ADJ. G.W. EL 32.3' 3" CALIPER - TREE NOTES 1. DATUM IS APPROXIMATE NGVD 2. MUNICIPAL WATER IS EXISTING 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS TO BE AASHO H-29. 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (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. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. 13. CONTRACTOR TO COORDINATE UTILITY CONNECTIONS WITH APPRORIATE VENDORS. VERIFY FEASABILITY OF ALL CONNECTIONS PRIOR TO ANY UTILITY INSTALLATION. VERIFY ALL SEPTIC INVERTS PRIOR TO ANY PLUMBING/SEPTIC WORK ON SITE. TEST HOLE LOGS LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 122 PARCEL 121 LOCUS IN NOT WITHIN A MAPPED NITROGEN SENSITIVE AREA LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN ON COMMUNITY PANEL #250015 0001D REVISED 7-2-1992 ZONING SUMMARY WASHED STONE 3' 000000000°00MIRAFI140NS 1b0che' Shore Rood e Q I _ r o m 4 Rte 6A DISTRICT 0 CUs ENGINEER: DAVID i Sand I Fie a � Stab/ h d En z o 0 Dennis Pond awER LINES R A° c R.S., C.H.O. a LOT SIZE REQ. 25,000 S.F. LOCUS MAP SCALE 1"=2000'± ASSESSORS MAP 122 PARCEL 121 LOCUS IN NOT WITHIN A MAPPED NITROGEN SENSITIVE AREA LOCUS IS WITHIN FEMA FLOOD ZONE C AS SHOWN ON COMMUNITY PANEL #250015 0001D REVISED 7-2-1992 ZONING SUMMARY --REINFORCED NEW ELI RUBBER HOSE (1/2' ID) WASHED STONE 3' 000000000°00MIRAFI140NS ELEV. ZONING DISTRICT: B1 BUSINESS DISTRICT HIGHWAY HISTORIC DISTRICT ENGINEER: DAVID FLAHERTY, R.S., SE2755 TRENCH CROSS SECTION A -A HTS H-20 0 0°°°°°°°° °°°° A° WITNESS AMY VON HONE, R.S., C.H.O. MIN. LOT SIZE REQ. 25,000 S.F. EXIST. 28,340 S.F. PROP. 28,340 S.F.' DATE: UNE 11, 2008 GALV ANNEALED TWISTED WIRE WRAP. LAP ENDS DOWN MIN. LOT FRONTAGE 150' 90' 90' SHOREY OR EQUAL < 2 MIN/INCH TREE MIN. FRONT SETBACK 30' 25.5' 25.5' PERC. RATE _ DO NOT STAPLE MIN. SIDE SETBACK 25' 1.0' 1.0'/5.1I EW CLASS I SOILS P# MIN. REAR SETBACK 20' 20' 98.8' STAINED DARK BROWN. MAX. BLDG COVERAGE 25% 9.2% 17.0% / STAKES DRIVEN AT ANGLE AND PULLED VERTICAL WITH WIRE LOT COVERAGE BLDG/DRIVE <70% 33.1% 58.6% -✓ 7.5YR 4 6 40.6 OWNER OF RECORD Mw a' -o° BURIED SITE IS LOCATED WITHIN OLD KING'S 7.5YR� 4/6 --REINFORCED NEW ELI RUBBER HOSE (1/2' ID) WASHED STONE 3' 000000000°00MIRAFI140NS ELEV. FABRIC OVER STONE ELEV. HIGHWAY HISTORIC DISTRICT z 6' X 6'O o TRENCH CROSS SECTION A -A HTS H-20 0 0°°°°°°°° °°°° A° 000go°°°° DOUBLE STRAND 12 GA 0" 41.4 p" 42.2 EXISTING USE: 1 APARTMENT OVER OFFICE, ANNEX OFFICE GALV ANNEALED TWISTED WIRE WRAP. LAP ENDS DOWN A S °g° 12'4 SLOTTED H-20 A SHOREY OR EQUAL EXISTING USE: SAME PLUS EXPANDED OFFICE IN ANNEX. TREE 6L CORRUGATED HDPE PI og00000g LS ,, DO NOT STAPLE ° � 1 OYR 4 1 / o0°0°0°0� g'" /', OYR 4/1 41.5 3 STAKES EQUALLY SPACED AROUND TREE 2 1/2"x2 1/2-x10' SPACED 1'-0° FROM TRUNK, 8" B 40.7 B STAINED DARK BROWN. - 1 1/2" DOUBLE WASHED STONE i / 3'X3' LEACHING TRENCH \ /SL STAKES DRIVEN AT ANGLE AND PULLED VERTICAL WITH WIRE / � WASHED STONE 4' MIN. AROUND PIT 19" 7.5YR 4 6 40.6 OWNER OF RECORD Mw a' -o° BURIED 7.5YR� 4/6 40.1 C1� INVERTS LEVEL 16" MIRAR 140N MIN 3" DEEP SAUCER �3° SILT LOAM JOLY, MCABEE& WEINERT, LLC 169 MAIN STREET DEPTH SHREDDED MULCH C1 _... / / 68" 5GY 5/1 36.5 YARMOUTHPORT, MA 02675 SIL, jOjM C2 REMOVE FROM HALF oFBRaoT�BUL TOP \\ 66" /5GY 5/1 35.9 MCS REFERENCES - `--COMPACTED SUB -GRADE- 94" 2.52- 5/4 34.4 SOIL MIXDEED BOOK 20272 PAGE 137 TREE PLANTING DETAIL O000°°° WASHED STONE 3' 000000000°00MIRAFI140NS •1 FABRIC OVER STONE °00000°�o°o°° & DOWN SIDES OF TRENCH 31 6' X 6'O o TRENCH CROSS SECTION A -A HTS H-20 0 H-20 RATED F&C LeBARON LB268-3 H-20 OR EQUAL MANHOLE FRAME AND COVERS LABELED "DRAIN" DRILL 2 1"0 HOLES IN COVER ADJUSTING BLOCKS/H-20 RISER MORTAR ALL COMPONENTS (TYP.) TOP STRUCTURES LEVEL AT EL 40.5' Do INV. EL 38.5' 00000goQoloo o o°0 0 g °off°o°o°a°a°o o o°o o °0 ° °°° •1 0000 o 6. X 6,0 I 00�° o 000°° ° °°°°°°°° oo°o °° ° °o°°° o°° °°°°°a° 6' X 6'O o 0 H-20 0 0°°°°°°°° °°°° A° 000go°°°° H-20 0 °', ° LEACHPIT °°°°°° LEACHPIT ° ° SHOREY OR EQUAL °g° 12'4 SLOTTED H-20 °°°° ° ° ° SHOREY OR EQUAL o' 000000000 00000 CORRUGATED HDPE PI og00000g ,, ° ADS N-12 OR EQUAL o0°0°0°0� o°a°o° °°� %°°°°°°°°°°°°°°°°°°°°°°°°°°°o °co, OOXO'00 \3/4" - 1 1/2" DOUBLE WASHED STONE i / 3'X3' LEACHING TRENCH \ 3/4" - 1 1/2'°°° 4' MIN. AROUND PIT \DOUBLE BETWEEN STRUCTURES WHERE SHOWN WASHED STONE 4' MIN. AROUND PIT SEE TRENCH CROSS SECTION INVERTS LEVEL MIRAR 140N FABRIC OVER AND DOWN SIDES NOT TO SCALE ADL G.W. EL 32.3' MIRAFI 14ONS FABRIC OVER STONE 6' X 4'0 & DOWN SIDES OF PITS H-20 CATCH BASIN SHOREY OR EQUAL 4' SUMP MIN. .5' MIN. STRIP ANY LOAMY / MATERIAL FROM WITHIN 10' OF DRAINAGE AREA ALL FILL TO BE PLACED IN 6" LIFTS AND COMPACTED TO 957 MODIFIED PROCTOR DENSITY BY 10 TON MIN. VIBRATORY ROLLER. ENGINEER TO INSPECT ALL SITE WORK. CLEAN SAND FILL ONLY. ADJ. G.W. 32.3 /C3 PLAN BOOK 152 PAGE 79 C2 SILT LOAM 110" 33.0 MCS 134" 2.5Y 5/4 30.2 = UNSUITABLE MATERIAL 138" OBS,a GW, 29.9' C3 C4 FS FS 144" 29.4 158 2.52- 6/4 2.52- 6/4 " 28.3 OBS. WELL INFO- WELL- A1W-247 ZONE- B DATE- AUGUST 2008 READING- 24.3' ADJUSTMENT- 2.4' FINISHED GROUND SURFACE cI /m) DATE DANIEL A. OJALA, P.E., P.L.S. PERMIT SET- NOT FOR CONSTRUCTION #169 MAIM STREET YARMOUTHhORT, MA ROSS JOLY DATE: SEPTEMBER 19, 2008 Scale:1 "= 20' 0 10 20 30 40 50 FEET off 508-362-4541 fax 508-362-9880 downcape.com down cope fftMeefing, ihc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARlIPORT MA 02675 OS -067 JOLY.DWG