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Home My WebLink About98 Springer Lane - Plot Plan20 FT. MINIMUM _ CLEAN SAND CONCRETE COVERS 4- SCHEDULE 40 PVC PIPE MIN. PITCH 1/8- PER FT. 2- LAYER OF /-14 k 1/8- TO 1/2- X /� S WASHED STONE VENT z 1 CU. FT. OF CONCRETE FLOW LINE u "MIN. 190 HORIZON TEXTURE COLOR MOTTLING O O- o„ Lo r+wy /D/0),Pr A/o TOTAL ESTIMATED FLOW 4 3 y q SAND EV , a 0 o v n GAL ACTUAL SIZE OF SEPTIC TANK ELEV. �,ODTS ELEV. f P ELEV. oCc� o e os /00 SQ. FT. LEACHING CAPACITY (AREA X RATE) Y(_L GAL/DAY X C/ 7V -- – — DISTRIBUTION oO o oe e eo o�C�]o e e: 3L " GAL./DAY to yR ELEV._ ��JO PG/ „ E BOX L .opO �Oew .o Fr �— SHr�rD f0 BE PLACED ON FIRM BASE) TO BE WATER TESTED yr I° Y 1 }/.1D C FruE Inyj_ :qyF 1500 GALLON IF MORE THAN ONE OUTLET 1��' $Htil t LI4 z wEu. /J �' SEPTIC TANK' 5 3/4- To 1 1/2- INDEX WASHED STONE ADJUST BOTTOM OF TEST HOLE OR USGS PROBABLE WATER SEWAGE DISPOSAL SYSTEM PROFILE OBSERVED WATER TABLE ( / TABLE ELEV. = REL / ELEV. = NOT TO SCALE L6T , n 5_i`,©e len 5,A 'K �A 0 SOIL TEST DATE OF SOIL TEST QiIToAeiL /L, 1997 SOIL TEST DONE BY pZAl61Alee'49_ru6 WITNESSED BY A, ✓I NouE OBSERVATION HOLE 1 OBSERVATION HOLE 2 ELEV.= 100 PERCOLATION RATE 42 MIN./INCH. ELEV.= '7-/' f PERCOLATION RATE K - _MIN./INCH. DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER o„ I o � Lo r+wy /D/0),Pr A/o TOTAL ESTIMATED FLOW 4 3 y q SAND Jrla� GAL/DAY REQUIRED SEPTIC TANK CAPACITY GAL ACTUAL SIZE OF SEPTIC TANK �_ �,ODTS GAL/DAY/S.F. LDRM�/ /00 SQ. FT. LEACHING CAPACITY (AREA X RATE) Y(_L GAL/DAY X C/ 7V -- – — �L" 3L " GAL./DAY to yR °ls JOB N0.- 32/ _ „ LOCATION MAP LIP SHr�rD }/.1D C FruE Inyj_ :qyF 1��' $Htil t LI4 G%u /tJDWATER ENCOUNTERED ATa/ or, ELEV. t LEGEND: EXISTING SPOT ELEVATION 00„0 EXISTING CONTOUR----00---- FINAL SPOT ELEVATION OF97 FINAL CONTOUR - SOIL TEST LOCATION UTIUTY POLE _0_ TOWN WATER—W---W_ CATCH BASIN (® j GAS LINE G' DEPTH HORIZON TEXTURE COLOR MOTTLING OTHER 0" - °/A COFlMJ /pYk TOTAL ESTIMATED FLOW 4 `lam q SAND Jrla� GAL/DAY REQUIRED SEPTIC TANK CAPACITY GAL ACTUAL SIZE OF SEPTIC TANK �_ — GAL/DAY/S.F. LEACHING AREA (r r, x. r, i t (SPY - SQ. FT. LEACHING CAPACITY (AREA X RATE) Y(_L GAL/DAY X C/ 7V Cf;JI O RESERVE LEACHING CAPACITY 3L " GAL./DAY /oEDn/ °ls JOB N0.- 32/ _ LOCATION MAP KLOA s 5 i„ 1 C� Frue :qyF 1��' SgNrO G%u No WATER ENCOUNTERED AT ELEV. DESIGN CALCULATIONS y NUMBER OF BEDROOMS GARBAGE DISPOSAL UNIT TOTAL ESTIMATED FLOW 4 PROJECT LOCATION ,[ 07 ? 7 J t9 1AJ L L/7A-)L__ I`�, `/I MCI JT (J.L&—GAL/BR./DAY X BR.) GAL/DAY REQUIRED SEPTIC TANK CAPACITY GAL ACTUAL SIZE OF SEPTIC TANK GAL. EFFLUENT LOADING RATE GAL/DAY/S.F. LEACHING AREA (r r, x. r, i t (SPY - SQ. FT. LEACHING CAPACITY (AREA X RATE) Y(_L GAL/DAY X C/ 7V Cf;JI O RESERVE LEACHING CAPACITY GAL./DAY NOTES: 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D.E.P. TITLE 5 AND THE TOWN OF \/AB My UT 11 RULES AND REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE. 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO WITHIN 6. OF FINISHED GRADE. 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL BE MORTARED IN PLACE. S. NO DETERMINATION HAS .BEEN MADE AS TO COMPUANCE WITH DEEDED OR ZONING REGULATIONS. OWNER / APPUCANT IS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. 6. UTIUTIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL 'DIG -SAFE" AT 1-800-322-4844 AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. 8. PARCEL IS IN FLOOD ZONE -C-4-1Q__. o25001 t, o065 D 7L 1 9. LOT IS SHOWN ON ASSESSORS MAP /S .__. AS PARCEL C 3 7 f ' APPROVED: BOARD OFFeik/HEALTH ( DATE AGENT O 1995 SWEETSER ENGINEERING I' ov It i Q` 4 ' � I� p�VS pkv 4D PROPOSED PLOT PLAN FOR PROJECT LOCATION ,[ 07 ? 7 J t9 1AJ L L/7A-)L__ I`�, `/I MCI JT SHEETSER ENGINEERING 235 GREAT WESTERN ROAD 508– SOUTH DENNIS MASS. 398-3922 02660 ( DATE ✓/ f / / y SCALE 1 r = �0 I REVISED REVISED JOB N0.- 32/ _ LOCATION MAP SHEET / OF / O 1995 SWEETSER ENGINEERING I'