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HomeMy WebLinkAbout70 Captain York Road - Septic DesignY CONCRETE SOIL 'rLS . f 4• >�ILE 40 PVC PIPE 3"r+,N. con. S` atiJ1 LAYM DALE ES SOIL TEST SOIL TEST OLTNE BY i. OA -,y BENCHMARK 20 FT. MNIIMUM MIN. MTW 1 PER FT. CLEAN SAND r ta► 1/1' TO ijt' WITNESSED BY AMJ-Vt/ r �E TOP OF fOUNDATION FT. MINMUM j y 2• PRESSURE TWE qff- - c AMED :`EINE ,o©o VENT oBSERVAi1011 HOLE Env.-ye,00 ELEV. r /od 10 130 PSI MIMMUY EJ.EV • 3 L►e 9 ,0 3 PL1tq�lJIT10N RALE MIN./INCH AT INCHES - (ASSUMED) CONCRETE . f --'- --- i. OA -,y 1 OU. n. OF 99.• +- 2 i Q t� --► A✓a COVERS ppNgtETE 4 •' -^-- 7. r z > AHCHO ° —^o--- ° ° 6. o 0 �. o • ° 2 M AKD 1 LIM 4' CAST IRON PIPE J Al.wAO io a • D o o ° ® O ° (OR EQUAL) MINORUM • • 3 PITCH 1/4 PER FT. Se.s i-I'VR,7 Flow txte �> DISTRIBUTION .. °f� 14 ra �.. , TM a ro. r J/ 7' w. J' TROCH F ..d AIM Jf � W IaME ET EV. o °Ci -TMIN. 3/00 BRILL BOX SOiL ABSORPTION, iDU rhe l' '.4 BAFFIN Z MOS TO BE WATER TESTED SYSTEM (SAS) ' ADJUST ELEV. - ELEV. - 97.2s F CHECK 3/40 TO 1 1/Z' MANED STONE FJ°THEIR i. OA -,y 7.sy2 A✓a 7. r z L� ro 41 L M AKD 1 LIM J Al.wAO io a VALVE USES PROM WATER TmmATA WATLLiV. •� J c WATER EN OUTLET (TO BE PLACED ON FORM BASE) Y 2 � 7 OBSERVED fR Bi1 ( S !t I 1 ELFV. - LIQUID BOTTOM OF HOIi oa COUNTERED AT -72" ELEV. 14 IN ES 1500 GALLON PUMP PUMP CHAMBER CALCULATIONS 3 T{T 224 IN INCHESPUMPSEPTIC TANK CNAMBER�_ AT NVERT 00-C D FLOW PER cY Y� GMK x �,D/ 'i'", 4i 2 � � aJ_ FT./CYW DESIGN CALCULATIONS 0 FEET 34 INq�iES AUC ELEV. AT ALARM ON YOUPA PER � °i ME ai4 iT IGD /M x i j FT• - CU. FT. NUMBER aF pEpRooMs 2 r.<s s.AJ 0 EitV. AT FUMI' ON A cu. FT. GARBAGE D99POSAL UNIT ELEV. AT PURI. OFT TOTAL Womm M%ww PEA CYCLE t�. s f.2® TOTAL ESIMATM FLOW SEWAGE DISPOSAL SYSTEM PROFILE o1aGHAR+1< I/ X07 CU. RST '3, R' 008 BB.T.) rt (J.QQAL ./DAY X DR.) 3" UAL/DAY BOTTOM OF INSDE H•u1M CtIANB[R JY / 7.4x1 BAL./CS/. Fi'. / a4.s CU. FT./►T. /BC Gu. NOT To SCALE BOTTOM of OUTSEJE PUMP CHAMBER a'/"" !t LEGEND: ReaulRfD sEPi1C TANK CAPACITY __ _ � cosi +0 SPOT eLr"l10M GOOD ACTUAL SIZE OF SEPTIC TANK il;t BUOYANCY CALCULATIONS: Ex1570NC Caw?",; --- DELI PERCOLATION RATE 1000 BALLON PUMP CMAidgm FINAL iB'OT F3FYATIOM LASSnCATION CA /D 1000 GALLON SEPTIC TANK FINAL OOlf1'OUR • OAL AY F. W#TGHT Of WATER D�SPLA 30 , • _A n 5S ug fQK TEST LOCATION ® LEACHING AREA / ,Rx 7 �' SQ FST WEIGHT OF WATER DISPLACED Z - i y t i R LBS. �.f.9 - 92 L71 d. MAI t , t UILJTY PLIC -o- WEIGHT OF TANK PER MNNJFACTURER e!+ = �a 33L -j CA AY WEIGHT OF TANK PER MANUFACTURER +, 480 WEIGHT OF Tow WATER �W� LEACHING CAP ACTI (MEA X RATE) /D 1ME10FiT Of CATCH BASIN 4SS K 7t / CAL/DAY EXCESS WEIGHT TO OFFSET FLOTATION c 4 `a Z' / h EXCESS WEIGHT TO OFFSET FLOTATION k ' + + b s a" UTE G O RESERVE LEACHING CAPACITY AJIA T17L� § %f �cnn�i'rr l�Ur+ 2E rvtF',T":oii3 4�fre s,vct' RL PQ i _ NOTES: siT�2^ 1. ALL WORKMANSHIP AND MATEJIIALS SHALL CONFORM 70 D.EP. TIRE O AND THE TOWN OF YA z n a u rlf-- RULES MID e v� 4 T t O REGU 7043 FOR THE SUBSURFACE 04SPOM Of SEWAGE 2. ALL COVERS TO SANTARY UNITS SHALL BE BROUGHT TO WITHIN B• OF FINISHED GRADE. 3. ALL COL#K**NTS OF iW SANITARY sYSTEM SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING UNLESS THEY ARE UMBER OR WI114M 10 PT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL. BE USED UNDER DR WITHIN 10 FT. OF DROVES OR PARKING AREAS. - 4. ANY MASONAHIY UMTS USED TO BRNHC COVERS To GRADE SHALL BE MORTARED IN MACE. sem, i • 3. NO DE70UMNATKON HAS BEEN MADE AS TO COIMUANCE WITH L _ DEEDED Oft ZONING REGULATION& OWNER / APPUCJINT 15 TO -i b OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY. -.-- -�--G`OL.JA£.. SHflWt,'J ARE APPT 1-800 22 - EX IS TO CALL 'DIG PRKOR To COVU04ONG AT ON SITE. -4644 LEAST 2 F+7JR -- [� S q o/ , c y ra [ . 9 — 7. CONTRACTOR IS TO VERIFY ORADEI AND EORK ON N3 AS WELL AS SITE CONDITIONS PRIOR TO OOML�ICM WORK ON 97E B. PARCEL 15 W ROOD ZONE cc_,_ _.._. r 1 i. LOT is SHOW ON ASSESSORS MAP � AS PARCEL _ Y3.$_ a k- ` t Jl �L>o6� I ALARM ARE TO BE ON SEPERATE C>fNXJin O 10. PUMP NJO A .✓,r 11. ALARM rs m BE BOTH AU010 AND vlsuAL t � 12. SEPTIC TAHR( AND PUMP CHAMBER ARE TO BE xASPHALT ROWED er _. AND HAVE i ML POLY AiTACMED. yy 13. ALL UNSUITABLE MATERIAL SHALL BE REMOVED" UNDER AND FOR t 9 Y 1 ,£ w". r i A MINIMUM OF S' AROUND LEACHING FACILITY AND BE REPLACED WITH 14. f tis Po o L S ro 310 CMA 13.ZSS (J). EL,EC %.2,� rpt Bt= P yr-,a�►A R �avrD p I MATERIAL As SPECIFIED IN 0 ---J' � -1 _._�: _ v ',..i�B- k /�+ . T fo Q ba i'Atn/. O ' C Jt l J T J N G i v r i /ASN �F H(a� }' ft LIL L' L G C rrz GWR. �l w i."i CRAIG yG\-p'rkrofr^l4D AY L J 5-CAr VSG'D L1°C •ire t/ 0 J a AOROVED: BOARD OF H ALTH Na 27493 W044d. look/ 4* 99 1F;, r1 deP 1, •� _ 1.\_— : i I DATE AGENT y T 9 1- 'is 5 of 9 > 4�PROPOSED SEPTIC DESIGN FOR '4 L • t pry .. CAP 7- YORK ROAD t Locus �Pr PROJECT LOCATION x� CA r. yon K R1� SW YA PA4ovTN I-IA5, CRAIG R. S OR PROFESSIONAL ENGINEER 808 P.O. BOX 1044 398-8311 SOUTH DENNIS. MASS 02661 DATE .S/2 7191 SCALE s �b