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Home My WebLink About25 Browning Ave - Site PlanTOP OF FOUNDATION ELEV. = —122--901--\ ELEV. = 96.80 ELEV. 10" — 1TAIN. 4" CAST IRON PIPE T (OR EQUAL) MINIMUM PITCH 1/4" PER FT. DESIGN CALCULATIONS NUMBER OF BEDROOMS — 3 — GARBAGE DISPOSAL UNIT _ NO TOTAL ESTIMATED FLOW (_110—GAL./BR./DAY X --A-- BR.) _330 _ GAL./DAY REQUIRED SEPTIC TANK CAPACITY _660 GAL. ACTUAL SIZE OF SEPTIC TANK _1500 GAL. LEACHING AREA REQUIREMENTS SIDEWALL AREA N1A GAL./S.F. BOTTOM AREA 0_74 GAL./S.F. LEACHING CAPACITY SIDEWALL— N/A BOTTOM— (10 + 20/2) x 30 = 450 TOTAL— 450 S.F. x 0.74 S.A.S. COMPONENTS CONCRETE COVERS - 4'-0" LIQUID LEVEL 1500 GALLON SEPTIC TANK H10 STRENGTH COVER TO BE WITHIN 6" OF FINISHED GRADE 9" MIN. COVER TYP. 4" SCHEDULE 40 PVC PIPE MIN. PITCH 1/8" PER FT- - ,ii. ELEV.= 95.96 Y2 PERF. PIPE ELEV. = 96.26 14" — 2 OLEVEL ELEV. _ _ 96.13 V. 95.96 GAS BAFFLE ISTRIBUTION BOX TO BE WATER TESTED H10 STRENGTH 6" STONE ON NATIVE GROUND OR MECHANICALLY COMPACTED BASE SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE 1500 GAL. SEPTIC TANK 9 OUTLET DB9 — BOX 450 S.F. LEACH FIELD _333 GAL./DAY RESERVE LEACHING CAPACITY (20/2 x 45 = 450 S.F.) _330 GAL./DAY LEGEND: DESCRIPTION EXISTING SPOT ELEVATION EXISTING CONTOUR FINAL SPOT ELEVATION FINAL CONTOUR SOIL TEST LOCATION UTILITY POLE TOWN WATER CATCH BASIN GAS LINE FIRE HYDRANT SYMBOL 000 f\00 �/— o- -01 =W w = G G (D B1 P P� 1 �4 -14 TO BES REMOVED 'O SEPTIC COVER B. M. EL=99, 1 3/4" TO 1-1/2" CLEAN DOUBLE WASHED STONEI\ 2" PEASTONE EL.= 98_00 CLEAN BACKFILL 4' DIA. SCH. 40 PVC PERF. PIPE ON .005 SLOPE BOTTCiM LEVEL; LEACHING TRENCH EFFECTIVE LENGTH 30' EFFECTIVE WIDTH 15' BOTTOM OF TEST HOLE ELEV.=___$5.6__ USGS PROBAILE WATER TABLE ELEV.=---N-/A--- LEACHING LEV.=__ N -/A ___ LEACHING FIELD �2 S OO. 95.46 SOIL TEST DATE OF SOIL TEST 08/25/2005 WITNESSED BY AMY VON HONE SOIL EVALUATOR RICHARD JUDD PERCOLATION RATE <2 MIN./INCH. OBSERVATION HOLE 1 ELEV.=_ _98.0 ELEV. DEPTH HORIZ TEXT COLOR I MOTTLING 97.5 0-6" Ap LOAMY SAND 10YR5/3 N 96.0 6-24" Bw LOAMY MED. 10YR6/6 0 SAND 9jfoy °Od N 85.6 4-148' Cl FINE SAND 2.5Y6/4 LOCUS E SAS DETAIL NTS RESERVE AREA (478+/- S.F.) NO WATER AT 148"_ EL.=_ 85_6 NUT ASSESSORS MAP: 88 NOTES- PARCEL: 156 1) SEPTIC SYSTEM TO BE INSTALLED ACCORDING TO 310 CMR 15.000 TITLE 5 AND THE TOWN OF YARMOUTH _— RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME. (UNLESS ELSEWHERE NOTED) 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FEET OF DRIVES OR PARKING AREAS, IN WHICH CASE H-20 LOADING SHALL BE USED. 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING. 6) THE INSTALLER IS TO VERIFY THE LOCATION OF UTILITIES AND SEWER LINE ELEVATIONS PRIOR TO INSTALLATION. 7) SOIL ABOVE THE C LAYER (SHOWN ON SOIL LOGS) SHALL BE REMOVED AND REPLACED WITH CLEAN SAND ACCORDING TO MASS. LOCAL SPECIFICATIONS WITHIN 5' AND BELOW THE S.A.S. 8) EXCAVATION FOR AREA WHERE FILL IS REQUIRED SHALL EXTEND 5 FEET LATERALLY BEYOND S.A.S. 9) VERTICAL DATUM _ ASSUMED__Y 10) BENCHMARK CORNER OF BULKHEAD EL.=99.1 1 1)ALL PRECAST UNITS ARE TO BE PLACED ON 6" MIN. CRUSHED STONE MECHANICALLY COMPACTED. 12) GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT EXCEED 3 FEET 13) ALL EXISTING UNUSED COMPONENTS SHALL BE PUMPED, REMOVED AND/OR FILLED WITH CLEAN SAND ACCORDING TO LOCAL REGULATIONS. 14) CONTRACTOR TO VERIFY ALL PLUMBING IN THE HOUSE FLOWS TO PROPOSED SEPTIC TANK. 15) CONTRACTOR TO GIVE HOMEOWNER OPTION OF INSTALLING ZABEL A1800 (OR EQUAL) EFFLUENT FILTER. 16) THIS PROPERTY DOES DOES NOT FALL WITHIN THE WATER RESOURCE AREA. 17) THIS PROPERTY FALLS IN FLOOD ZONE C AS SHOWN ON FIRM COMMUNITY PANEL N0. 250015 0004C _ DATEDF-0617L1986_ APPROVED: BOAP,D OF HEALTH DATE AGENT SITE PLAN SHOWING PROPOSED SEWAGE DISPOSAL SYSTEM YARMOUTH, MASSACHUSETTS AS PREPARED FOR DANNY & VIRGINIA DODGE 25 BROWNING AVENUE PAUL E. SWEETSER PROFESSIONAL LAND SURVEYOR P.O. BOX 1146 DENNIS PORT, MA 02639 (508) 394-4924 REVISIONS- DATE 10/24/2005 /2 -oz. 05 SCALE 1 " = 20' FILE NO. SHEET 1 OF 1 N H�sc RD SpVN A a yfi° n 9jfoy °Od LOCUS LOCATION MAP ASSESSORS MAP: 88 NOTES- PARCEL: 156 1) SEPTIC SYSTEM TO BE INSTALLED ACCORDING TO 310 CMR 15.000 TITLE 5 AND THE TOWN OF YARMOUTH _— RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2) EXISTING AND FINAL GRADES SHALL REMAIN ESSENTIALLY THE SAME. (UNLESS ELSEWHERE NOTED) 3) ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FEET OF DRIVES OR PARKING AREAS, IN WHICH CASE H-20 LOADING SHALL BE USED. 4) ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. 5) NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEED RESTRICTIONS OR ZONING. 6) THE INSTALLER IS TO VERIFY THE LOCATION OF UTILITIES AND SEWER LINE ELEVATIONS PRIOR TO INSTALLATION. 7) SOIL ABOVE THE C LAYER (SHOWN ON SOIL LOGS) SHALL BE REMOVED AND REPLACED WITH CLEAN SAND ACCORDING TO MASS. LOCAL SPECIFICATIONS WITHIN 5' AND BELOW THE S.A.S. 8) EXCAVATION FOR AREA WHERE FILL IS REQUIRED SHALL EXTEND 5 FEET LATERALLY BEYOND S.A.S. 9) VERTICAL DATUM _ ASSUMED__Y 10) BENCHMARK CORNER OF BULKHEAD EL.=99.1 1 1)ALL PRECAST UNITS ARE TO BE PLACED ON 6" MIN. CRUSHED STONE MECHANICALLY COMPACTED. 12) GROUND COVER OVER SYSTEM COMPONENTS SHALL NOT EXCEED 3 FEET 13) ALL EXISTING UNUSED COMPONENTS SHALL BE PUMPED, REMOVED AND/OR FILLED WITH CLEAN SAND ACCORDING TO LOCAL REGULATIONS. 14) CONTRACTOR TO VERIFY ALL PLUMBING IN THE HOUSE FLOWS TO PROPOSED SEPTIC TANK. 15) CONTRACTOR TO GIVE HOMEOWNER OPTION OF INSTALLING ZABEL A1800 (OR EQUAL) EFFLUENT FILTER. 16) THIS PROPERTY DOES DOES NOT FALL WITHIN THE WATER RESOURCE AREA. 17) THIS PROPERTY FALLS IN FLOOD ZONE C AS SHOWN ON FIRM COMMUNITY PANEL N0. 250015 0004C _ DATEDF-0617L1986_ APPROVED: BOAP,D OF HEALTH DATE AGENT SITE PLAN SHOWING PROPOSED SEWAGE DISPOSAL SYSTEM YARMOUTH, MASSACHUSETTS AS PREPARED FOR DANNY & VIRGINIA DODGE 25 BROWNING AVENUE PAUL E. SWEETSER PROFESSIONAL LAND SURVEYOR P.O. BOX 1146 DENNIS PORT, MA 02639 (508) 394-4924 REVISIONS- DATE 10/24/2005 /2 -oz. 05 SCALE 1 " = 20' FILE NO. SHEET 1 OF 1