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HomeMy WebLinkAbout83-1397 - Site PlanTDP OF FOUNDATION S0 Lo rF= LIQUID 4 FEET 4' CAST IRON PIPE (OR EQUAL MINIMUM PITCH 1/4 PER FT. .ELU. m 37'0 14 IN 19 1N 20 FL MIMMUM FROM CELLAR 10 FT, MINIMUM FROM SLAB OR CRAWL SPACE CONCRETE COVERS 4• SCHEDULE 40 PVC PIPE 7 MIN. PITCH 1 /a• PER FT. I — MIN. �. / � • ' - 1 3s` ? BAFFLE LE Ex EY. 3S 1 r . - DISTRIBUTION ,fir (TO BE PLACED ON FIRM BOX M B E' TO BE WATER TESTED 1500 GALLON IF MORE THAN ONE OUTLET SEPTIC TANK (TO BE PLACED ON FlRM BASE) / /-� 3/4' TO 1 1 /2' WASHED sTaNE SEWAGE DISPOSAL SYSTEM PROFILE NOT TO SCALE E -t 37, L 4 6#j C �rY OF ;!i T. A. r.. DULIAS [ [ NVPLA CLEAN SAND LOAM AND SEED Y LAYER OF 1/S+ TO 1/2• WASHED STONE PEVDNT REQUIRED z 1 CU. FT. OF CONCRETE ANCHOR r 7. ::, • � •{•77 -� . .. rfl INFILTRATORS WITH STONE IN AN f� x 97 X /O" TRENCH FORMATION SOILST DATE OF SOIL. TEST /�Rcif r, 19 1) 7 SOIL TEST DONE BY t�LroF6�eN•u wnwESSED BY A. v000o •v OBSERVATION HOLE 1 EL0-- mOBSERYA110N HOLE 2aEv- Pm=ATION RATE �- 1RIN./II+ICH AT . MCH£S PERCOLATION RATE = MIXANCi AT Z INCHES DEPTH HORIz TEXTURE COLOR MOTT. OTHER 0-40 ( elaoiAtv �iq•,rb� ib �e.1 CHING So. FT. 0 -�Z f4 j 613.6 X 0,7Y V fir. .4 v c d' o A 2 `�. 3 N l -0 11cr ss" r F� ti r�� rp " r RESERVE LEACHING CAPACITY - .� CAL/DAY Cp✓.J C-! r70w r,O 'ad' z�,3, ���p� T..� NOTES: r.J r-t.sYr•� r2 R• gyp. 1. ALL WORKMANSHIP AND MATS:�y SHALL�ONFORM TD D.E.P. Irby TITLE 5 AND THE TOWN OF �+Nz 0rou RULES AND sR� D REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE: _ J2ovr� r .lc' 4c n_ csr� WITHIN 6. OF FINISHED GRADE 14FD+�'� / f0 SHEET I OF ;Z WITHSTANDING H--10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE d"P.44 �j 4, ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SMALL BE MORTARED IN PLACE. fA.•�D Z. NO CETEc+t'NI ;TION HAAS E!V NAnE AS TO Cf7MPUMCE .Vrli - D®m OR ZONING REGULAMONS. OWNER / APPLICANT tS TO DEPTH (li CAL./BR./DAY X y BR) yoto CAL/DAY REQUIRED SEPTIC TANK CAPACITY 7EMRE COLOR MOTT. OTHER TOWN WATER—W�g X4 CATCH BASIN c GAS LINE G�"� �l NN�y4 �e.1 CHING So. FT. 0 -�Z f4 j 613.6 X 0,7Y V fir. .4 v c d' o A 2 `�. 3 N l -0 11cr ss" r F� ti r�� rp " r RESERVE LEACHING CAPACITY - .� CAL/DAY Cp✓.J C-! r70w r,O 'ad' z�,3, ���p� T..� NOTES: r.J r-t.sYr•� r2 R• gyp. 1. ALL WORKMANSHIP AND MATS:�y SHALL�ONFORM TD D.E.P. Irby TITLE 5 AND THE TOWN OF �+Nz 0rou RULES AND A �, c y s �r-�, +� ,• • ,, r- {� . .. r. r REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE: _ 2. ALL COVERS TO.SAMTARY UNITS SHALL. BE BROUGHT TO r .lc' 4c n_ csr� WITHIN 6. OF FINISHED GRADE LOCATION MAP 3. ALL COMPONENTS OF TIME SANITARY SYSTEM SHALL BE CAPABLE OF SHEET I OF ;Z WITHSTANDING H--10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADING SHALL BE JI?�Prrr�7► ` �j 4, ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SMALL BE MORTARED IN PLACE. Z. NO CETEc+t'NI ;TION HAAS E!V NAnE AS TO Cf7MPUMCE .Vrli - D®m OR ZONING REGULAMONS. OWNER / APPLICANT tS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTNORrtY. SAdD 6. UMUT1ES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 1S TO CALL "DIG -SAFE• AT 1-800-322.4844 AT LEAST 72 HOURS �. WELL I n .. 3�'0 l(,p W SOIL A B S O R P T10 N '� �. � ; zaN� /VO YYATER ENCOUNTERED AT ELEV. ATER ENCOUNTERED AT ELEV. SYSTEM (SAS) INDEX LEGEND: DESIGN CALCULAMONS USGS PROBABLE WATER TABLE ELEV. - 00STING SPOT ELEVATION 00,,0 NUMBER OF BEDROOMS OBSERVED WATER TABLE ( / / ) ELEV. - ©OSTING CONTOUR—_04---- GARBAGE DISPOSAL UNIT BOTrom OF TEST HOLE ELEV. - y MAI. SPOT ElEYATION TOTAL ESTIMATED FLOW 5130117 LoT FINAL CONTOUR (li CAL./BR./DAY X y BR) yoto CAL/DAY REQUIRED SEPTIC TANK CAPACITY SOIL TEST LOCATION ® GAL UTILITY POLE -0- ACTUAL SZE OF SEPTIC -TANK oa GAL TOWN WATER—W�g SCXL CLASSIFICATION pESCN PERCOLATION RATE CATCH BASIN c GAS LINE G�"� �l MIN./IN. EFFLUENT LOADING RATE 0.7 CAL/DAY/S.F. F. �e.1 CHING So. FT. SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508-- SOUTH DEBOX ,7I ASS. 398-3922 42680 CHINO CAPACITY (AREA X RATE) �' l CAL/DAY 613.6 X 0,7Y V fir. .4 v c d' o A 2 `�. 3 N l -0 11cr ss" r F� ti r�� rp " r RESERVE LEACHING CAPACITY - .� CAL/DAY Cp✓.J C-! r70w r,O 'ad' z�,3, ���p� T..� NOTES: r.J r-t.sYr•� r2 R• gyp. 1. ALL WORKMANSHIP AND MATS:�y SHALL�ONFORM TD D.E.P. � i.z r+p +�� c=r �= c'�` Q��R � � Fns rAwF go'L TITLE 5 AND THE TOWN OF �+Nz 0rou RULES AND A �, c y s �r-�, +� ,• • ,, r- {� . .. r. r REGULATIONS FOR THE SUBSURFACE DISPOSAL OF SEWAGE: _ 2. ALL COVERS TO.SAMTARY UNITS SHALL. BE BROUGHT TO r .lc' 4c n_ csr� WITHIN 6. OF FINISHED GRADE LOCATION MAP 3. ALL COMPONENTS OF TIME SANITARY SYSTEM SHALL BE CAPABLE OF SHEET I OF ;Z 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 WrrMN 10 FT. OF DRIVES OR PARKING AREAS. 4, ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SMALL BE MORTARED IN PLACE. Z. NO CETEc+t'NI ;TION HAAS E!V NAnE AS TO Cf7MPUMCE .Vrli - D®m OR ZONING REGULAMONS. OWNER / APPLICANT tS TO OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTNORrtY. 6. UMUT1ES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR 1S TO CALL "DIG -SAFE• AT 1-800-322.4844 AT LEAST 72 HOURS PRIOR TO ODUMEDCING WORK ON SITE. 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS W L AS SITE CONDITIONS PFaoR TOS C ON SITE. b PARCEL IS FLOOD ZONE IN 9. LOT IS SHOWN ON ASSESSORS MAP 1 Zz AS PARCEL r.., 10. PUMP AND ALARM . ARE TO BE ON SEPERATL - CIRCUITS. 11. ALARM IS TO BE 807H AUDIO AND VLSVAL 12 SEPTIC TANK AND PUMP CHAMBM ARE TO BE TESTED IN WSURE THAT THERE IS NO INFLlRATION OF GROUNDWATER INTO F'ACIUTI£S. 13. ALL UNSUITABLE MATERIAL SHALL Ot REMOVED FROM UNDER AND FOR A M!N UW OF 5' AROUND - SOI;. ABSO ION - SYS MA AND SE REPLACEDWITH MATERIAL AS SPECIFIED IN 310 CMR 15.25&(3). 14. Acc:'r.7V .Jerb E'r'T�47`�D 1& SEPTIC TANK, PUMP CHAMSOC'MID D1SIRM'nOrt BOX'ARE TO 8E SET ON A Q+ LAYER of 3/4' TO , 1/2• STONE. 16. DESIGN ENGINEER IS TO INSPECT AND CERTIFY THAT THE SEPTIC „r SYSTEM HAS BEEN INSTALLED IN ACCORDANCE WITH THIS PLAN. APPROVE: BOARD OF HEALTH �o0 DATE AGENT ,-v Sl 2 J /7 / 01995 SWErrSER EN, 401 41-inlqijDrfizso..J G 5!,F'S'N LO c/ � j 5 fi a do y/ c� L.L 5 f r1 PROPOSED PLOT PLAN j FOR PRO�CT LOCATION � cs 7►" C1 T ;?71 O %yFAr2 o'tp yo R ofo w ra SWEETSER ENGINEERING 235 GREAT WESTERN ROAD 508-- SOUTH DEBOX ,7I ASS. 398-3922 42680 DATE • V/ s/ j 1,9 T SCALE 1 " Y 3� REA 9 97 REYESEp 7 S�T/�T LOCATION MAP `W NO. 393 'aa SHEET I OF ;Z ,-v Sl 2 J /7 / 01995 SWErrSER EN, 401