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Home My WebLink About81.36 - Title 5 Site PlanLEGEND '- 99- EXISTING CONTOUR X 99.1 EXIST. SPOT ELEV. 99 PROPOSED CONTOUR 179-91 PROPOSED SPOT EL. TH1 0" 0 TEST HOLE C.O. PROP. CLEAN OUT �QT UTILITY POLE % FIRE HYDRANT NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING 'THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM SYSTEM DESIGN: GARBAGE DISPOSER IS NOT ALLOWED EXISTING 2 BEDROOM DWELLING: DESIGN ON 3 BEDROOMS ® 110 GPD = 330 GPD & 1 BEDROOM GUEST COTTAGE ® 110 GPD = 110 GPD USE A 440 GPD DESIGN FLOW SEPTIC TANK: 440 GPD (2) = 880 USE A 2000 GAL. DUAL COMPARTMENT SEPTIC TANK & (1) 1600 GAL. PUMP CHAMBER LEACHING: SIDES: 2 (41.5 + 10.25) 1.85 (.74) = 141 GPD BOTTOM 41.5 x 10_25(.74) = 314 GPD TOTAL: 615 S. F. 455 GPD USE (5) INFILTRATOR 3050-S WITH 3' STONE ALL AROUND APPROVED DATE , MA BOARD OF HEALTH 4"SCH40 PJC SYSTEM -PROFILE PROVIDE WATERTIGHT (NOT TO SCALE) ACCESS COVERS TO WITHIN 6' OF FIN. GRADE 34.75' (DWELL) 34.2' MINIMUM .75' OF COVER OVER PRECAST PRECAST H-10 PROP. TEE RISERS (TYP.) 2'0 4 OSCH40 PVC -. 4 PIPES LEVEL IST 2' 10" 2000 GAL H-10 TEE 30.0' TEE DUAL COMPARTMENT . G ; SEPTIC TANK 29.75 SEE DETAIL o o°e°000°0000C GAS BAFFLE J ° ° (1+_% SLOPE) 0 33.27- 0 C5 3.27'005 / 6o CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 (2I) (-L% SLOPE) COTTAGE FOUNDATION - 67' DUAL PUMP DWELLING - 11' ST 4' CHAMBER FOUNDATION ry��59' 6. ' ,.,.25 BENCH MARK - TOP OF '6.26 �s WATER SHUTOFF EL. 35.4 35.23 ^oo a •s.a�' \ \ ,�� `�2 74.09 EXISTING 1 BEDROOM COTTAGE 4 _ `7 \ 0 x33 1 PROP. VENT WITH CHARCOAL FILTER X5.74 \ ' CR11 \ 3� S O AND BUGSCREEN (FINAL PLACEMENT BY ?3� \ !z- J •t ? CONTRACTOR WITH HOMEOWNER CONSULTATION) N rs \�\5., \ n n I I r \ iE 35.6 rr n o TH \ 4.23 n \ \ ° .76 5. N m 25.19 35.45 ^' V A PRO DE 3? x.73 : 3.3 C.O. 36.45 ,,»V�., ® p Q1`V � 0 ,�"yam-+. 9aF �3k3441 (APP OX. LOC ON Y) 0 �3 .28 CP 2 74 14 08 \\ • 30.1 0 3635.23 \ \\ 38 .0. * 26.12 I \ - 35.22 X'P OP. 1000 GAL PUMP 5 a / C / N \\\ C AMBER I z°. 6 i - _ _ \ NOTE: SEPTIC SYSTEM FOR GUEST HOUSEAPPROX. (AS -BUILT UNCLEAR) CONTRACTOR SHALL x 4.56 CONFIRM SEPTIC TANK AND BUILDING SEWER LINE LOCATIONS PRIOR TO \ EXCAVATION FOR GARAGE. ya (GARAGE TO BE 10' MIN. TO SEPTIC TANK). x 3.39131 PROP. 24' x 30' 11-052 70 25 -27.0 1 7 35. /- 4 L34.51 // ' ' SEWER LINE MUST BE /34.89 34.8.899 .24 35 \ SLEEVED FOR 10' EITHER SIDE OF \ 00 Y1 WAATERLINERO551NG W / .94 \\ 8 C. 34. PROP. 2 COMPARTMENT 2000 GAL OI 35.10 / \� 73 SEPTIC TANK I / \ x 3 Q4.. \\ c� x 26.55 30�444,0,{f4.a4. OO x 5.11£ "_� \ s3p'9 \ ' / x35.38 35.16 m �� p x _t 0 GRAVEL DRIVE n 0A / DO 10. £ n �. _. GARDEN 02 , A x 34.83 Q 2. .4 35.06 x 33.33; 3 56 4.04 F1 N/ �I . x _ , 30.85 xist5 x 3. 7 �� inver 34.9CAR PORT x ` ' 32.33 -1_5-08 a.58 I x _'3.22 35 - DECK I Re-route plumbing' x 30.24 to exit in area 34 7 1 V/ shown, of indicated elevatio 0 EXIST. 2 BR -31.71 ,tR DWELLING \ e/ 33.41 TOP FNDN. = -29.85 G/ EXIST. 3 BEDROOM CUES I 34.75' HOUSE / DECK AREA = 1.61t ACRES PER ASSESSORS S00 /NOTE: BOATHOUSE AT RIVER NOT SHOWN / EXIST. PIER NOT SHOWN / 60' ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION' PROVIDE INSPECTION PORT TO WITHIN 3" OF FINAL GRADE 2% SLOPE REQUIRED/OVER SYSTEM 36.0' ,I, ''i ,I, ,i, 2" DOUB[� WASHED PEASTONE OR GEOTEXTILE FABRIC 33.5' 2. o� 31.0' H-20 3050 INFILTRATORS 3/4" TO 1 1/2" DOUBLE WASHED STONE OVERALL DIMENSIONS TO OUTSIDE OF STONE: 41.5' x 10.25' . (_L_% SLOPE) 5 D' BOX 12' LEACHING FACILITY BOTTOM TH-1 26.0' NO GROUNDWATER FOUND 29.70' PROVIDE WATERTIGHT COVERS TO WITHIN 6" OF FINISH GRADE ri ri 4"OSCH40 PVC S=1% MIN. 29.45' TUF-TRE EF -4 EFFLUENT FILTER (OR EQUAL) Co. po°q• In6" PUMR W/MOLDED IN GAS O 00C n o n DEFLECTOR MECHANICAL COMPACTION & 6" STONE (TYP.) 310 CMR 15.228(1) 2000 GAL H-10 ST- SHOREY 12' X 6.5' OR APPROVED EQUAL 4' LIQUID LEVEL NOTE: RESOURCE AREAS SHOWN AS PER SITE PLAN BY DEMAREST-MCLELLAN ENGINEERING, DATED DECEMBER 31, 1993 (REF: SE 83-1274) ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE BUILD'NG. ALARM TO BE ON 3� SEPARATE CIRCUIT FROM PUMP 1 FLOAT SWITCH SETTINGS: NOTES 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 -1Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 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 CESSPOOLS SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. r - a RATE _ < 2 MIN/INCH CLASS I SOILS 11 400 GAL t 14" COMPARTMENT N5514LI 0 14" TEE GALLON W/ GAS BAFFLE COMPARTMENT 1 ELEV. 0" 4"OSCH40 PVC S=1% MIN. 29.45' TUF-TRE EF -4 EFFLUENT FILTER (OR EQUAL) Co. po°q• In6" PUMR W/MOLDED IN GAS O 00C n o n DEFLECTOR MECHANICAL COMPACTION & 6" STONE (TYP.) 310 CMR 15.228(1) 2000 GAL H-10 ST- SHOREY 12' X 6.5' OR APPROVED EQUAL 4' LIQUID LEVEL NOTE: RESOURCE AREAS SHOWN AS PER SITE PLAN BY DEMAREST-MCLELLAN ENGINEERING, DATED DECEMBER 31, 1993 (REF: SE 83-1274) ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE BUILD'NG. ALARM TO BE ON 3� SEPARATE CIRCUIT FROM PUMP 1 FLOAT SWITCH SETTINGS: NOTES 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 -1Q 5. PIPE JOINTS TO BE MADE WATERTIGHT. 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 310 CMR 15.000 (TITLE 5.) 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 CESSPOOLS SHALL BE PUMPED AND REMOVED OR PUMPED AND FILLED WITH CLEAN SAND. r - a RATE _ < 2 MIN/INCH CLASS I PROP. WATERTIGHT COVER TO GRADE , PROVIDE QUICK DISCONNECT FOR PUMP INV. IN 27.9' 1000 GAL. H-10 S/2" PRESSURE LINE ALARM ON 500 GAL.+ SLOPE TO DRAIN BACK TO PC RESERVE PUMP ON0.25" WEEP HOLES 8„ CHECK VALVE WORKING RANGE MYERS SRM 4 4 SUBMERSIBLE 4/10 HP PUPAP PUMP OFF 8" SYSTEM (OR EQUAL) 000 pp000 0 000000 0000 0 0 0000 PUMP CHAMBER (NOT TO SCALE) WATERPROOF/WATERTIGHT DATE DANIEL A. OJALA, P.E., P.L.S. LOCUS MAP NOT TO SCALE ASSESSORS MAP 81 PARCEL 36 TEST HOLE LOGS ENGINEER: ARNE H. OJALA, PE, SE WITNESS: AMY VON HONE, RS DATE:__ 4/6/11 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 1 ELEV. 0" JUN 112012 36.0' HEALTH DEPT 0/A fm 508-362-9880 I LS downcope.com 10YR 3/2 3" land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 LS 10YR 5/6 30" 33.5' I . LOCUS MAP NOT TO SCALE ASSESSORS MAP 81 PARCEL 36 TEST HOLE LOGS ENGINEER: ARNE H. OJALA, PE, SE WITNESS: AMY VON HONE, RS DATE:__ 4/6/11 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 1 ELEV. 0" JUN 112012 36.0' HEALTH DEPT 0/A fm 508-362-9880 I LS downcope.com 10YR 3/2 3" land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 LS 10YR 5/6 30" 33.5' PERC SYQ�P\ Al4 �� V8.!'lJ fil'� I ly' TCIPI. +, A ,� � RECULAT (� • sn 12( C MS 2.5Y 6/6 %It /' 26.0' NO GROUNDWATER ENCOUNTERED TITLE 5 SITE PLAN OF 30 THIMBLEBERRY LANE SOUTH YARMOUTH PREPARED FOR STEVEN BRANDER APRIL 8, 2011 MAY 18, 2011 (MOVE ST AND PC) REV. 4/26/12 (P -GAR.) Scale: 1"= 20' JUN 112012 0 10 20 30 .40 50 FEET HEALTH DEPT off 508-362-4541 fm 508-362-9880 I downcope.com down cope engineering, Inc. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675