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HomeMy WebLinkAboutEngineered Plan - 2001TOP FNDN. AT EL, 51.1' SYSTEM PROFILE i ACCESS COVER TO WITHIN 6' OF FIN. GRADE <NOT T6 SCALE) ACCESS COVER (WATERTIGHT) TO f 50.0' MINIMUM ,75' OF' COVER OVER PRECAST WITHIN 6' OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 48 9 2' DOUBLE WASHED PEASTONE RUN PIPE LEVEL 48.6 -� J -` %FOR FIRST. 2' PROPOSE _ // GALLON SEPTIC ¢7.75' 48.0' TANK (H- 10 ) GAS 47.02' - Q m a© 0 CD a 17_1 0 BAFFLE 47.19' MIN 47.0 m CE7 C7 C 7 F Cl C] Cl C;7 a < s °r.SLOPE) x MFIE�O ED 00CC �6 CRUSHED STONE OR MECHANICAL a$ 2' 0 O Q Q EJ 0 � rl COMPACTION. (15.221 (23) DEPTH OF FLOW = 4' < 4 SLOPE) ( 1 % SLOPE) 3/4' TO 1 1/8' DOUBLE WASHED 'STONE' TEE SIZES, INLET DEPTH = 110" OUTLET DEPTH 14" FOUNDATION- 29' SEPTIC TANK- - 14' D' BOX 4' LEACHING 19' FACILI'r Y (2 LINES) i i 01-232 COLD TOWN HOUSE ROAD 87.4-5' 47,1 'sx i A / I I I 50,8 Iv " 'HED i '©I + 0.� �` c? 118.6 GAn x 50.9 I I'i x + S 4 ►., I Lei 507 I . I fj + 50.5 I IJ V) I I;, x I L-31.42' X R=20.00' 50.1 50:6 ,i- 4-A 9-6 _ SFARRO W WA Y 50.3' TT' MAX. 5 40.2' TEST HOLE LOGS RICK JUDD, RS NOTES: ENGINEER: 70WNh10USE RD. WITNESS: ANY VON HONE, RS DATE; 10/3/01 = 330 GPD PERC. RATE < 2 MIN/INCH _ CLASS I SOILS P# 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT, ELEV, 0° 51.0' 6" Cf FILL A/E LS 10YR 6/3 Bw LS ' 10YR 36 6/6 48.0' c MS 2.5Y 7/6 130" 40.2' NO WATER ENCOUNTERED I s* NOTES: OLD 70WNh10USE RD. L0005 SPARROW DESIGN FLOWN 3_ BEDROOMS (110 GPD) = 330 GPD 2. MUNICIPAL WATER I� EXISTING -9.7 LOCATION MAP NTS ASSESSORS MAP 87 PARCEL 43 49.5 48.6 r 48 + 47.9 - --- --- - - --1- 47.6 LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPLIT ELEVATION 00 PROPOSED CONTOUR 100 EXISTING CONTOUR BOARD OF HEALTH , MA APP i1VED DATE -T( off 508-362-4541 fax 508 362-9&80 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYDRS 939 vain st, yarmouth, mo. 02675. TITLE %I I t- P -11 -AN OF 76 SPARROW WAY IN THE TOWN OF: �- (SOUTH) YARMOUTH PREPARED FOR: BORTOLOTTI CONSTRUCTION/TRAMONTANO 2p 0 20 40 60 SCALE: 1" 20' DATE: Q c i II 2001 HEAI-- �-�EPT• ��. ^�. y NY 263 0 o �- LA, S. DA TE NOTES: Y T n r r n _,; I .• �����;!• Gan�,,,GE_i.OT :' �.' 0;"JCD±r�tc , r _APPROXIMAT .D FROM ���.AD=---------- - -------- --- --� --., DESIGN FLOWN 3_ BEDROOMS (110 GPD) = 330 GPD 2. MUNICIPAL WATER I� EXISTING -9.7 USE A 330 GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT, SEPTIC TANK: 330 GPD ( 2 ) - 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO Iu�_2i �sr"� 5. PIPE. JOINTS TO BE MADE WATERTIGHT. -- USE A 15�� GALLON SEPTIC TANK 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. LEACHING: ENVIRONMENTAL CODE TITLE V. -------�-\---� !�-� ` � � cN. _ �2(30 + 9.83)2 (,74) SIDES: 117.9 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT 30 x 9 74 (' ) 218.2 TO BE USED FOR ANY OTHER PURPOSE. r ' .83 BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4' PVC. TOTAL: 454 S.F. 336.1 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 50.1 USE (2) 500 GAL. LEACHING CHAMBERS (ACME OR INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED - FROM BOARD OF HEALTH. "-PUMP AND REMOVE CESSPOOLS - REMOVE ANY CONTAMINATED SOILS EQUAL) WITH 2.5' STONE AT SIDES, 4' AT ENDS AND 10. PUMP & REMOVE (OR FILL W/CLEAN SAND) EXISTING SEPTIC SYSTEM WITHIN 5' OF PROPOSED LEACHING 5' BETWEEN UNITS. FACILITY 49.5 48.6 r 48 + 47.9 - --- --- - - --1- 47.6 LEGEND 100.0 PROPOSED SPOT ELEVATION 100x0 EXISTING SPLIT ELEVATION 00 PROPOSED CONTOUR 100 EXISTING CONTOUR BOARD OF HEALTH , MA APP i1VED DATE -T( off 508-362-4541 fax 508 362-9&80 down cape engineering, inc. CIVIL ENGINEERS LAND SURVEYDRS 939 vain st, yarmouth, mo. 02675. TITLE %I I t- P -11 -AN OF 76 SPARROW WAY IN THE TOWN OF: �- (SOUTH) YARMOUTH PREPARED FOR: BORTOLOTTI CONSTRUCTION/TRAMONTANO 2p 0 20 40 60 SCALE: 1" 20' DATE: Q c i II 2001 HEAI-- �-�EPT• ��. ^�. y NY 263 0 o �- LA, S. DA TE