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Home My WebLink AboutEngineered Plan - 201716.2' PROVIDE IF NECESSARY, WATERTIGHT ACCESS COVERS TO WITHIN 6" OF FIN. GRADE 17'0' 1 MINIMUM .75 OF COVER OVER PRECA! II : I PRECAST H-10 RISERS (TYP.) 2'm 1+ . - . ♦ �. 15.6' f * t 2500 GAL H-20 10 SEPTIC TANK/ _14.90' TEE PUMP CHAMBER COMBINATION SEE DETAIL BELOW O 0000O0O000O0O0o0- 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 .00000000000°0000 °°°°°°°°°°°e°c (2.5 % SLOPE) 23' SEPTIC TANK/ FOUNDATION PUMP CHAMBER *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM ALL TE LL SYSTEM PROFILE MARKEDS WITHCMAGNETIC TTAPEAOR BE NOTES PROP. TEE (NOT TO SCALE) CUT D'BOX TO MIN / HEIGHT COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS APPROX. NGVD PROVIDE INSPECTION PORTS TO 2. MUNICIPAL WATER IS EXISTING 2% SLOPE REQUIRED OVER SYSTEM j 9,45' WITHIN 3" OF ,FINISH GRADE 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. 4. DESIGN LOADING FOR ALL PROPOSED PRECAST 4"OSCH40 PVC FILTER FABRIC COVER UNITS TO BE AASHO H -1Q (H-20 SEPTIC TANK) -'-- LEVEL 1ST 2' OVER UNITS 5. PIPE JOINTS TO BE MADE WATERTIGHT. -'18 7' D'BOX TO BE WATER TESTED 0 0 0<< FOR LEVELNESS 000 n. o 0 6" CRUSHED STONE OR MECHANICAL COMPACTION. (15.221 [2]) (-1-7. SLOPE) 1 1 ' D' BOX 3' BUOYANCY CALC: 2500 H-20 (2 -COMPARTMENT) TANK WEIGHT: 32,000 LBS 11.0x6.0x6.6x62.4=27,181 UP (OK) Permit valid for REPAIR OF SE1''fIC SVS -11 -EM: ONLY, (lue, to State and (.orat septic variances. Board of Ilealth review and approval is required for any future add itions/renurations/a Iterations to sewage facilities and/or structures/dwelling. Varmouth tlealth t)eliarttne" APP, R10V ED, Natrte (� Date 2' REMOVAL -OF -UNSUITABLE SOIL REQUIRED AROUND PERIMETER OF LEACHING TEST HOLE LOGS FACILITY, DOWN TO SUITABLE SOIL LAYER. REPLACE WITH CLEAN MED. SAND, TO MEET DANIEL A. OJALA, PE, SE SPECIFICATIONS OF 310 CMR ENGINEER: 15.255(3) WITNESS: AMY VON HONE, RS DATE: JUNE 9, 2010 PERC. RATE _ < 2 MIN/INCH CLASS I SOILS 4 ELEV. 1 p" 17.0' S It 1OYR 3/2 6 B LS 30" 1OYR 6/6 14.5' " C 38.4 OBS WATER 13.8' _F - MS 2.5Y 7/8 96" 1 1 9.0' 17-082 WORK LIMIT NOTE: PROPOSED GRADE OVER D'BOX TO BE MIN. 20.0'. ADD LANDSCAPE TIE ROW THIS AREA TO CONTAIN FILL FOR REQUIRED COVER -� NOTE: GASLIN REQUIRES RE-ROUTING 4, AFS a� 0 0� OFA �a EXISTING PAR AREA (TO BE 8.CONSTRUCTION "DETAILS"T0'BE IN ACCORDANCE WITH 8,28' 310 CMR 15.000 (TITLE 5.). 0.275' 1 1 1 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND 18.0' NOT TO BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE. 16 QUICK4 PLUS STANDARD LP UNITS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 32' X 5.66' (NO STONE PROPOSED) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT INSPECTION BY BOARD OF 4.0' HEALTH AND PERMISSION OBTAINED FROM BOARD OF HEALTH. LOCUS MAP LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR FACILITY CALLING DIGSAFE (1-888-344-7233) AND NOT. TO SCALE VERIFYING THE LOCATION OF ALL UNDERGROUND & USE ADJ. GROUNDWATER AT EL. 14.0' OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ASSESSORS MAP 47 PARCEL 32 WORK. LOAM AND SEED 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL „ EL. 19.5 BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. •,4. WOVEN GEOTEXT/LE FABRIC 12. EXISTING LEACHING FACILITY SHALL BE PUMPED (M/RAF�) USED AS TIEBACK AND REMOVED OR PUMPED AND FILLED WITH CLEAN SYSTEM DESIGN. SAND. PT 1 x 6 BULLNOSE DECK/NG EL 17 2E 13. DO NOT INSTALL SYSTEM DURING HIGHEST GARBAGE DISPOSER IS NOT ALLOWED WITH M/RAF/ ATTACHED SY 3" SCREWS :''"': •`• GROUND WATER TIMES OF THE YEAR AT 16" CENTERS 14. INSTALLER TO CONFIRM SUITABILITY OF DESIGN FLOW:.. 2 BEDROOMS @ 1.10 GPD =220 GPD00 Scale:1 "= 20' 0 10 20 30 40 50 FEET STAGGERED SPIKES ELECTRICAL SYSTEM FOR PUMP INSTALLATION USE A 220 GPD DESIGN FLOW*** Bassett a o� Pon � - r o Horse �o O Pond Rd• 6" x 6' P.T. LANDSCAPE TY KNEE WALL 17" HIGH 6" DEEP ACCESS FOR ROUTINE MAINTENANCE SEPTIC TANK/ PUMP CHAMBER COMBINATION B��I` 15lond MUST BE PROVIDED FOR ZABEL FILTER. _K3ndy Po d D NOT TO SCALE C LEACHING: 0 MANUFACTURER'S SPECIFICATIONS FOR (OUTSIDE DIMENSIONS) RTE 28 4.72 SF/LF x 4' LENGTH = 18.88 SF PER STD. ' OF HEALTH. LOCUS MAP LEACHING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR FACILITY CALLING DIGSAFE (1-888-344-7233) AND NOT. TO SCALE VERIFYING THE LOCATION OF ALL UNDERGROUND & USE ADJ. GROUNDWATER AT EL. 14.0' OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF ASSESSORS MAP 47 PARCEL 32 WORK. LOAM AND SEED 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL „ EL. 19.5 BE REMOVED BENEATH AND 5' AROUND THE PROPOSED LEACHING FACILITY. •,4. WOVEN GEOTEXT/LE FABRIC 12. EXISTING LEACHING FACILITY SHALL BE PUMPED (M/RAF�) USED AS TIEBACK AND REMOVED OR PUMPED AND FILLED WITH CLEAN SYSTEM DESIGN. SAND. PT 1 x 6 BULLNOSE DECK/NG EL 17 2E 13. DO NOT INSTALL SYSTEM DURING HIGHEST GARBAGE DISPOSER IS NOT ALLOWED WITH M/RAF/ ATTACHED SY 3" SCREWS :''"': •`• GROUND WATER TIMES OF THE YEAR AT 16" CENTERS 14. INSTALLER TO CONFIRM SUITABILITY OF DESIGN FLOW:.. 2 BEDROOMS @ 1.10 GPD =220 GPD00 Scale:1 "= 20' 0 10 20 30 40 50 FEET STAGGERED SPIKES ELECTRICAL SYSTEM FOR PUMP INSTALLATION USE A 220 GPD DESIGN FLOW*** cG"' 40 M/L EL.•' 14.7 POLY BARB/ER 15. ELECTRICAL PERMIT REQUIRED SEPTIC TAN220 GPD 2 = 440 K: ( , SECT/ON kf-W USE 2,500 GAL H-20 DUAL COMPARTMENT 6" x 6' P.T. LANDSCAPE TY KNEE WALL 17" HIGH 6" DEEP ACCESS FOR ROUTINE MAINTENANCE SEPTIC TANK/ PUMP CHAMBER COMBINATION MUST BE PROVIDED FOR ZABEL FILTER. NOT TO SCALE INSTALLER MUST FOLLOW ALL LEACHING: 37.7' x 11.3' LANDSCAPE T/E WA44' CONTAINMENT MANUFACTURER'S SPECIFICATIONS FOR (OUTSIDE DIMENSIONS) PROPER FILTER INSTALLATION 4.72 SF/LF x 4' LENGTH = 18.88 SF PER STD. ' 24"0 CAST IRON _ QUICK_ 4 PLUS STANDARD LP UNIT COVERS TO GRADE - 220 GPD/0.74 GPD/SF = 297 SF LEACHING f ' 660+ GAL RESERVE REQ'D 297 SF/18.88 SF/UNIT = 15.7 UNITS ALARM AND CONTROL PANEL TO BE INSTALLED INSIDE >\p ;�Ty°o THEREFORE, USE GRAVELLESS SYSTEM OF (16) BUILDING. ALARM TO BE ON INV. IN 14.90' �s QUICK4 PLUS STANDARD LP UNITS IN FIELD sEPARATE aRcu1T FROM PUMP \�L9T 2" PRESSURE LINE CONFIGURATION OF 2 ROWS OF 8 UNITS ZABEL FILTER (A100) 19 TEE " SLOPE DRAIN BACK \F,p FLOAT SWITCH ALARM ON v" SETTINGS: OUTLET TEE w/EXTENSION PUMP ON L WEEP HOLE 16 UNITS x 18.88 SF/UNIT = 302 SF> 297 SF \ 5" WORKING RANGE 6„ MIN. 1500 GAL. CHECK VALVE (OK) DWELL. j . = 16.2' PUMP OFF 5" 12" THIS SIDE OF BAFFLE MYERS. SRM 4 SUBMERSIBLE 4/10 HP PUMP SYSTEM (OR EQUAL) ***2 BR DEED RESTRICTION REQUIRED (ON BLOCK)-1 O0o0o0000 0 � 0 0000 0 2500 GAL. SEPTIC TANK/ s" BAFFLE \l� DECK/ PUMP CHAMBER COMBINATION (NOT TO SCALE) / \ APPROVED DATE BOARD OF HEALTH MA VARIANCES REQUESTED UNDER MAX. FEASIBLE COMPLIANCE: 15.405 1(a): REDUCTION IN SETBACK, SAS TO LOT LINE (10' TO 6') 15.405 1(h): REDUCTION IN SETBACK, SAS TO GROUND- WATER (5' TO 4') TITLE 5 SITE PLAN 15.405 1(f): REDUCTION IN SETBACK, SAS TO DRAINAGE STRUCTURE 's / (50' TO 10') OF 15.405 1(k): REDUCTION IN 12" SEPARATION BETWEEN HIGH �-+ GROUNDWATER AND INLET AND OUTLET TEES #82 COTTAGE DRIVE WEST YARMOUTH 15.255 IMP RVIO S REDUCTIBARR ERO(5'I TO SETBACK, SAS TO EDGE OF �P�PG 1 15.255(5): REDUCTION IN REMOVAL OF UNSUITABLE SOIL RECEIVES PREPARED FOR (5' TO 2') ' MAY. 0'l z0�1 DAN WOOD UNDER TOWN OF YARMOUTH REGULATIONS: REDUCTION IN SETBACK, SAS TO WETLAND (100' TO 70') APRIL....6,,.2.0.1.7,_....:.... ,t-A,.k AL114n HEALTH DEPT. ��.'...\/C'.AIT:.:1f/tTLJ'.�H.l1A �//1'Mra...<'.I. :" _i%.\ \ :in�. a _ !1f �C.•1 FILTER AND BUGSCREEN (FINAL PLACEMENT BY CONTRACTOR WITH HOMEOWNER CONSULTATION) DATE t DANIEL A. OJALA, P.E., P.L.S. off 508-362-4541 I fax 508-362-9880 downcape.com 00W4 C41,01l@ engineefing, MC. civil engineers land surveyors 939 Main Street ( Rte 6A) YARMOUTHPORT MA 02675 17-082