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HomeMy WebLinkAbout83-1991 - Site Plan002ALL SYSTEM SHALL OMPONE SYSTEM PROFILE MARKED WITHCMAGNETICTTAPE OR BE �� Q}E•�o �S°��` (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. tltltl"' ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 2" PEASTONE OR GEOTEXTILE PROVIDE INSPECTION PORTS TO FILTER FABRIC OVER STONE VATHIN 3" OF FINISH GRADE FOON6--- - ,� 1 _. _ __ ____ _ __ 2% SLOPE REQUIRED OVER SYSTEM/ 16.15' (MIN.)- PRECAST H-10 PROP. TEE / wsERs'4.) 4"mSCH40 PVC f/ 2'0 PIPES LEVEL IST z' w 15.4' 10" 1500 GAL H-20 14" 10.75' TEE SEPTIC TANK TEE _ : .' 10.50' °°o°°°°g° 15.03' e? n�-me es -a 0.28' n EFB.aEW Lnx 4' UQ. LEVEL (ACME OR EQUAL) ( N GAS o 15.24' 1 15.07' 14.75' •''`�'^000p000a000000000po 000p000a000^oa0000000aoo Q ' (32) QUICK4 PLUS STANDARD LP INFILTRATOR UNITS OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 32' X 11.3' NOTE: THERE MAY BE MORE THAN ONE t 6" CRUSHED STONE OR MECHANICAL (NO STONE PROPOSED) BUILDING SEWER* WATERPROOF/WATERTIGHT COMPACTION. (15.221 [21) WATER TEST D'BOX FOR LEVELNESS SLOPE) (--L-% SLOPE) PUMPD' BOX - 6' LEACHING HIGH WATER STAIN IN FOUNDATION - 20' - SEPTIC TANK CHAMBER 3' 24' FACILITY CRAWLSPACE = EL. 9.75' G -W ELEV. AFFECTED BY *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL MAN-MADE OUTLET STRUCTURES IN POND LEGEND- EGEND99- 99- EXISTING CONTOUR X 99! EXIST. SPOT ELEV. F9_9_1 PROPOSED CONTOUR 99 PROPOSED SPOT EL. TTH1 14,500 {�} TEST HOLE 2>; SLOPE OF GROUND �QY UTILITY POLE (SLEEVING AND RE-ROUTING PROPOSED) FIRE HYDRANT NOTE NOT ALL SYMBOLS ANY APPEAR M DRAWING TEST HOLE LOGS�'� ENGINEER: ARNE H. OJALA, PE, SE WITNESS: AMY VON HONE, RS 100 J DATE: JUNE 14, 2013 %0 PERC. RATE _ < 2 MIN INCH Q CLASS I SOILSG�°� ELEV, >c r � I 0„ 4 15.0' _A� � 4 FILL 3 c� 57" 10.25' y� B UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS BUOYANCY CALCS: PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM 00 GAL ST WGT• 21230 LBS (SHOREY EX ) LONG POND (A GREAT POND) � nE-0p% 17 WATER EL. 9.34 6/10/13 rT0.24 #2 EXISTING CLEARED 1 YARD AREA WORK LIMIT LINE/ SILT FENCE HIGH WATER STAIN I wLV 1C' IN CRAWLSPACE AT 1' EL. 9.75 /�\ �10.33 \ J� SHED 0 s h'I��SnJV01 , H-20 15 LOV CUS S MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & 3.5x11 x 6.17 x 62.4 = 14,822 LBS (OK) H-20 1000 GAL. ST WGT: 14,500 LBS 93 9 x 5.25 x 4.05 x 62.4 = 11,941 LBS (OK) EXISTING 49 \ DWELLING ROR.J TOP FNDN = 11.7' GARAGE \\ (CRAWLSP.) pEF O 1.43 11.21. . 11. 9 h0 0. ,pp ,.y6 11.Y�1,17 ` 53 M/CS -107 NOTE: P OVIDE DRYWELIS OR STONE y 7.5YR 5/8 9.0, DRIP TR CHES FOR ROOF RUN-OFF 6.0 BENCHMARK: CENTER OF i�(I. 1 4'T \11.72 CONC. WALK AT EDGE OF 11.51 C PAVEMENT EL 11.4' _ '( 11.48 SIEVE Y 3ti°1 = N15N%7 ' M/CS � N 1 \��O 100' OFF WETO \ �y0_gn`\ \\u rt, END TAP R GW FND. AT 84" 8.0' \ \ 10YR 6/3 \4' �� tt GRADE (TYP.) WASHED STONE �o , / TRENCH DRAIN 120" 5.0' C / \1 SAWCUT PAVEMENT AND - REPLACE AS NECESSARY APPROX. WATER so off 508-362-4541 SERVICE RELOCATION I fax 508-362-9880 downcope.com © PROVIDE APPROX. 81' OF 40 MIL LINER AT 5' OFF SAS IN AREA SHOWN. TOP AT ELEV. 15.4', d0IWO cape engineering, h7c. BOTTOM AT EL 11.4'± DCE #13-281 ALARM AND CONTROL PANEL MODULAR BLOCK WALL TO TO BE INSTALLED INSIDE BE DESIGNED BY OTHERS BUILDING. ALARM TO BE ON APPROX. 3' HIGH SEPARATE CIRCUIT FROM PUMP m5 d15 {�1: yL\n 11.21 EXISTING HOUSE 7171 (INCLUDING GARAGE) TO BE INV. IN 10.45' RAISED 4' PROPOSED20 OF FOUNDATION EL 15.7' DORMER MODIFICATION -TO REAR FLOAT SWITCH ALARM ON V SETTINGS: PUMP OP PUMP OFF 1000 GAL. H-20 500 GAL.+ RESERVE 5" L 5 NOTES 1. DATUM IS APPROX. 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 -2Q 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 UNE 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 LOV CUS S MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE WORK. ASSESSORS MAP 69 PARCEL 2 11. ANY UNSUITABLE MATERIAL ENCOUNTERED VARIANCE REQUESTED UNDER 15.405 (MFC) SHALL BE REMOVED 5' BENEATH AND AROUND THE 1a: REDUCTION IN SETBACK, SAS TO LOT LINE PROPOSED LEACHING FACILITY. (10' TO 5') 12. EXISTING LEACHING FACILITY SHALL BE PUMPED 1g: REDUCTION IN SEPARATION TO WATERLINE AND REMOVED OR PUMPED AND FILLED WITH CLEAN (SLEEVING AND RE-ROUTING PROPOSED) SAND. ZONING SUMMARY 13. INSTALLER TO CONFIRM SUITABILITY OF ELECTRICAL SYSTEM FOR PUMP INSTALLATION. ELECTRICAL PERMIT REQUIRED. ZONING DISTRICT: R-40 RESIDENTIAL DISTRICT PROP. WATERTIGHT COVER TO GRADE MIN. LOT SIZE 40,000 S.F. MIN, LOT FRONTAGE PROVIDE QUICK DISCONNECT FOR PUMP ' 0 30' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' 13.1' 0 MIN. REAR SETBACK 20' MAX. BUILDING COVERAGE 25% PROP. 21.5 Y MAX. BUILDING HEIGHT 35' RIDGE ABOVE 2" PRESSURE LINE ROAD O.K. SLOPE TO DRAIN BACK TO PC SITEIS LOCAT AQUIFER STR CTHIN PRO0.25" WEEP HOLES CHECK VALVE ._. .. ....-_0WNER-0E-RE00RD_`--. �w�t 1�� _tea �+_ ..- _ MYEP.S S?M 4 SUBMERSIBLE 4/10 HP PUMP ADRIANA CASSIA LIMARINO SYSTEM (OR EQUAL) 48 WARWICK WAY CENTERVILLE, MA 02632 WE 41 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING DIGSAFE (1-888-344-7233) AND LOV CUS S MAP VERIFYING THE LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF NOT TO SCALE WORK. ASSESSORS MAP 69 PARCEL 2 11. ANY UNSUITABLE MATERIAL ENCOUNTERED VARIANCE REQUESTED UNDER 15.405 (MFC) SHALL BE REMOVED 5' BENEATH AND AROUND THE 1a: REDUCTION IN SETBACK, SAS TO LOT LINE PROPOSED LEACHING FACILITY. (10' TO 5') 12. EXISTING LEACHING FACILITY SHALL BE PUMPED 1g: REDUCTION IN SEPARATION TO WATERLINE AND REMOVED OR PUMPED AND FILLED WITH CLEAN (SLEEVING AND RE-ROUTING PROPOSED) SAND. ZONING SUMMARY 13. INSTALLER TO CONFIRM SUITABILITY OF ELECTRICAL SYSTEM FOR PUMP INSTALLATION. ELECTRICAL PERMIT REQUIRED. ZONING DISTRICT: R-40 RESIDENTIAL DISTRICT PROP. WATERTIGHT COVER TO GRADE MIN. LOT SIZE 40,000 S.F. MIN, LOT FRONTAGE PROVIDE QUICK DISCONNECT FOR PUMP ' 0 30' MIN. FRONT SETBACK 30' MIN. SIDE SETBACK 20' 13.1' 0 MIN. REAR SETBACK 20' MAX. BUILDING COVERAGE 25% PROP. 21.5 Y MAX. BUILDING HEIGHT 35' RIDGE ABOVE 2" PRESSURE LINE ROAD O.K. SLOPE TO DRAIN BACK TO PC SITEIS LOCAT AQUIFER STR CTHIN PRO0.25" WEEP HOLES CHECK VALVE ._. .. ....-_0WNER-0E-RE00RD_`--. �w�t 1�� _tea �+_ ..- _ MYEP.S S?M 4 SUBMERSIBLE 4/10 HP PUMP ADRIANA CASSIA LIMARINO SYSTEM (OR EQUAL) 48 WARWICK WAY CENTERVILLE, MA 02632 x11 158 PUMP CHAMBER INVERTREFERENCES (NOT TO SCALE) OUT AT u_sa f EL. 11.1' WATERPROOF/WATERTIGHT DEED BOOK 27723 PAGE 292 11.15 x 1 \ 9 NEW SEPTIC TANK, PUMP PLAN BOOK 95 PAGE 41 CHAMBER AND LEACHING FACILITY rER APPROVED SYSTEM DESIGN. 97 •/''� f 1 y3 PLAN DATUM: APPROXIMATE NGVD 22' GARBAGE DISPOSER IS NOT ALLOWED O"� f SAWCUT PAVEMENT AND DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD O - REPLACE AS NECESSARY - X 13.3 USE A 440 GPD DESIGN FLOW 3 11 O177 12.56 LOT AREA: - 0 16,2451: SF SEPTIC TANK: 440 GPD (2) = 880 F � 21 15 Ie 04 631 SE (1) H-10 1500 GAL. SEPTIC TANK 14] 44`'561 J 111/ "115 216 USE (1) H-10 1000 GAL. PUMP CHAMBER j81/ ss 15 78 LEACHING: A2.58pQ'�� j TH X5.1 4.73 SF/LF x 4' LENGTH = 18.92 SF PER _X QUICK4 PLUS STANDARD LP INFILTRATOR UNITS IN i 6 / j✓c_aa 91 I >�s. civil engineers x18.05 �90 land surveyors * 5 65 5` 939 Morn Street ( Rte 6A) Ej> YARMOUTHPORT MA 02675 „- 20' Scale: - 0 10 20 - 30 40 50 FEET 17.1 68 74 FIELD CONFIGURATION i 440 GPD/0.74 GPD/SF = 595 SF LEACHING '111 .871 REQ'D X 0" PITCH 'J1 7, 8 9 !�+ 7 PINS / / w\\�C� 595 SF/18.92 SF/UNIT = 31.5 UNITS SITE PLAN P�� P�NGpEipS THEREFORE, USE GRAVELLESS SYSTEM OF (32) OF 93P�O �RE QUICK4 PLUS STANDARD LP INFILTRATOR UNITS IN 59 LAKELAND AVENUE . ��a FIELD CONFIGURATION OF 4 ROWS OF 8 UNITS \1 2 32 UNITS x 18.92 = 605 SF (0.74) = 448 GPD (OK) SOUTH YARMOUTH OF M tk OF AdAySgC o���DANIEL 840- PREPARED FOR DANIELA. A. SLEEVE SEWER LINE WITHIN o OJALA OJALA 0, ADRIANA LIMARINO 10' OF PROPOSED SEPTIC CIVIL No. 40980_, ) DATE P.L.S. FEBRUARY 10, 2014 DECEMBER 5, 2014 (RAISE GARAGE) JANUARY 13, 2015 (COMBINED SEPTIC PLAN)