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HomeMy WebLinkAboutEngineered Plan - Rev. 1999�3,ZIc� v�IE� e o 711 Nom htlG 10' MIN. — 1 6 WADI, • ti` 270 21 -_MIN. GAL. o 1- �° S. T. I--NQT 5TLP 2 Souk k=ST �i CA (MANHOLE COVERS TO rXTEND TG WITHIN OF FINISHFD GRADE SOIL TEST LOG FERC'RATE= C 2 I -i ���,►�cN DEPTH EL. 0-io 0— F1 LL F1LL I4Z0 -70 NAEO. To COkXSE toy 7/I SOIL TEST CONDUCTED ON MAY lS, lo`l`l BY kAut-1TE9 E06(KKEC2.(?u_1 k55ac, �o R 7140 `/ A 12 NOL) _RA IAEA UT F-1 DCPT- LE6--�\ J E)C I ST• i t 't T `$ ` 1 rEJ- `7El- V I c.0 Vj W - �5A5) ANS Z 2to,��ST 1' \JAX1Ati&,0 tot- __2c)(&5 I NjI 0 15 pvc ----� i 0= 7,33 J Ji j. i F� f PROPOSED_ SEPTIC SYS x.11, NO - SCALE SPECIFICATIONS: Both the septic tank and pump chamber shall be water -proofed in the factory. Pump shall be Myers 1/2 horsepower, model WHRH series or equal. Elevations of mercury switches shall be as shown on this plan. { Alarm and control panel to be installed inside the building. Alarm shall be on a separate circuit from the pump. Contractor shall obtain j electrical permit from the Town prior to installing electrical system. A. -0 i IJ � TE- � _ L A i G � T3 i�'� � ^� ' �•I (7 (L 1 � trV.! Ay �oc5 rJoT �.. OC..TIo►J� 15 Flt,t, W� ,:,,•� , L� A -7 LOCUS MAP Q..: J Z Z(o - SEPTIC SYSTEM STRUCTURAL CO A 0O5EJ-\)t GENERAL 211 -SEPTIC SYSTEMS UNDER DRIVEWAYS SHALL. W�! SANE W�Ciaj-- ��• -THE DESIGN AND COMPONENTS OF THE SEPTIC PEASTONE TnPPING SHOWN BASED ON U.$.GS. DATUM C.t. OR �j-toN� STATE OF MASSACHUSETTS SANITARY CODE COMPLIANCE WITH SYSTEM PIPE SCHEDULE 40 SHALL BE EITHER P.V.C. 21 �£ n 0a��� �j7 l� REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR �- = Z,'5'3 -THE BOARD TO OF HEALTH SHALL BE NOTIFIED BACKFILLING OF SEPTIC SYSTEM. �p o -NO 0 . �4 1.5 MPONEN7 S J u---- �.�3/4"-1'/2, WASHED STONE ALL I1�1I=1�TRP.ToR AROUND LOCUS MAP N OTS Co NTR l �t�tE.NS+©t,� aa� E�a�Q►�5 (�r...+�;R To Cor..)TtZAc�O�.. S��Lc. �Ro�tDE � S I Apt.. To A D0rh of 70oft INSPECTION SCHEDULE: Inspection of the sewage disposal system shall be conducted by the Engineer and the Board of Health. 1) Engineer shall inspect when the required excavation is completed. 2) Engineer shall inspect when the clean sand conforming to C.M.R. 15.255 h. --,s been properly placed. 3) Engineer shall inspect installation of all system components and the pumping mechanism. —, , DESIGN CRITERIA: DESIGN FLOW: 3 BEDROOMS AT I10 - G.PB/DAY 330 G.P_D. REQUIRED SEPTIC TANK-.- SE ANK:SE N E U11)— _ SEPTIC TANK PROVIDED _1,500 GAL. q5 SIZE OF LEACHING FACILITY REQUIRED: 4+(o DESIGN PERC. RATE G 2- MIN. I CH ©'-7 S I D E W A L L (2)(o,F,-3) C2% = 7(o.,7' BOTTOM " 3S� �`' = 36'-7 ,75 � SIZE OF LEACHING FACILITY PROVIDED: II �0 65N) EFFECTIVE DEPTH (o EFFECTIVE LENGTH 35,Z5 EFFEC,Tt\/E VJ1DT" 1,0' F -ET-\ CONSULTING ENGINEERS T V. �4 / �/ AR-1�6J`1 7 WEEKS POND DRIVE SANDWICH, MA. 02644 (506) 477 -132 GB 7r iJ(—L Cr / Hunter Engineering Associotes, Inc. PROJECT: 5t5FT1c 5)q 7E)al ro K �NOFMyss 10 C.ovAPASS n2oVE 5. yA0Mo0TI4 JOHN 0.9�y _ -- -.- ----) -, ... r 4. o HUNTER µ UA \' _ 2 0 i CIVIL GC_ L L V V D c.,� w �\ (� l '� LQ ` v 9No.36445a 21 SEP 2 4 X559 OWNER- SoSE.PtA � ,MAZY CAT'ALorIT + [HEEA11-TDFH PTH l� �t4 on1 ST, 1AA.N$FIELf), IA ASS 0201.8 Q..: J Z Z(o - SEPTIC SYSTEM STRUCTURAL CO A 0O5EJ-\)t GENERAL NOTES -SEPTIC SYSTEMS UNDER DRIVEWAYS SHALL. W�! SANE W�Ciaj-- ��• -THE DESIGN AND COMPONENTS OF THE SEPTIC -ELEVATIONS SHOWN BASED ON U.$.GS. DATUM C.t. OR �j-toN� STATE OF MASSACHUSETTS SANITARY CODE COMPLIANCE WITH SYSTEM PIPE SCHEDULE 40 SHALL BE EITHER P.V.C. 21 �£ n 0a��� �j7 l� REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR �- = Z,'5'3 -THE BOARD TO OF HEALTH SHALL BE NOTIFIED BACKFILLING OF SEPTIC SYSTEM. �p o -NO 0 . �4 PRIOR MPONEN7 S N OTS Co NTR l �t�tE.NS+©t,� aa� E�a�Q►�5 (�r...+�;R To Cor..)TtZAc�O�.. S��Lc. �Ro�tDE � S I Apt.. To A D0rh of 70oft INSPECTION SCHEDULE: Inspection of the sewage disposal system shall be conducted by the Engineer and the Board of Health. 1) Engineer shall inspect when the required excavation is completed. 2) Engineer shall inspect when the clean sand conforming to C.M.R. 15.255 h. --,s been properly placed. 3) Engineer shall inspect installation of all system components and the pumping mechanism. —, , DESIGN CRITERIA: DESIGN FLOW: 3 BEDROOMS AT I10 - G.PB/DAY 330 G.P_D. REQUIRED SEPTIC TANK-.- SE ANK:SE N E U11)— _ SEPTIC TANK PROVIDED _1,500 GAL. q5 SIZE OF LEACHING FACILITY REQUIRED: 4+(o DESIGN PERC. RATE G 2- MIN. I CH ©'-7 S I D E W A L L (2)(o,F,-3) C2% = 7(o.,7' BOTTOM " 3S� �`' = 36'-7 ,75 � SIZE OF LEACHING FACILITY PROVIDED: II �0 65N) EFFECTIVE DEPTH (o EFFECTIVE LENGTH 35,Z5 EFFEC,Tt\/E VJ1DT" 1,0' F -ET-\ CONSULTING ENGINEERS T V. �4 / �/ AR-1�6J`1 7 WEEKS POND DRIVE SANDWICH, MA. 02644 (506) 477 -132 GB 7r iJ(—L Cr / Hunter Engineering Associotes, Inc. PROJECT: 5t5FT1c 5)q 7E)al ro K �NOFMyss 10 C.ovAPASS n2oVE 5. yA0Mo0TI4 JOHN 0.9�y _ -- -.- ----) -, ... r 4. o HUNTER µ UA \' _ 2 0 i CIVIL GC_ L L V V D c.,� w �\ (� l '� LQ ` v 9No.36445a 21 SEP 2 4 X559 OWNER- SoSE.PtA � ,MAZY CAT'ALorIT + [HEEA11-TDFH PTH l� �t4 on1 ST, 1AA.N$FIELf), IA ASS 0201.8 Q..: J Z Z(o - SEPTIC SYSTEM STRUCTURAL CO A 0O5EJ-\)t SHALL BE CAPABLE OF WITHSTANDING H-10 LOADING, UNLESS SPECIFIED OTHERWISE. -SEPTIC SYSTEMS UNDER DRIVEWAYS SHALL. COMPLY WITH A H-20 LOADING. W�Ciaj-- ��• -THE DESIGN AND COMPONENTS OF THE SEPTIC SYSTEM SHALL BE IN COMPLIANCE WITH THE rr STATE OF MASSACHUSETTS SANITARY CODE COMPLIANCE WITH TITLE V AND SHALL BE IN T)I2iQE FOCPA161) Dy THE LOCAL BOARD OF HEALTH RULES AND na„v►,1 G�tGrNE'��.ING REGULATIONS. CONTRACTOR SHALL BE RESPONSIBLE FOR (ZEJIS P` . wlP ` I-OCATION OF ALL UNDERGROUND UTILITIES AND �I �2SHALL , NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION. `( <-.L�F�. - ? ,5 -NO + , , GAPRAGE GRINDER. N OTS Co NTR l �t�tE.NS+©t,� aa� E�a�Q►�5 (�r...+�;R To Cor..)TtZAc�O�.. S��Lc. �Ro�tDE � S I Apt.. To A D0rh of 70oft INSPECTION SCHEDULE: Inspection of the sewage disposal system shall be conducted by the Engineer and the Board of Health. 1) Engineer shall inspect when the required excavation is completed. 2) Engineer shall inspect when the clean sand conforming to C.M.R. 15.255 h. --,s been properly placed. 3) Engineer shall inspect installation of all system components and the pumping mechanism. —, , DESIGN CRITERIA: DESIGN FLOW: 3 BEDROOMS AT I10 - G.PB/DAY 330 G.P_D. REQUIRED SEPTIC TANK-.- SE ANK:SE N E U11)— _ SEPTIC TANK PROVIDED _1,500 GAL. q5 SIZE OF LEACHING FACILITY REQUIRED: 4+(o DESIGN PERC. RATE G 2- MIN. I CH ©'-7 S I D E W A L L (2)(o,F,-3) C2% = 7(o.,7' BOTTOM " 3S� �`' = 36'-7 ,75 � SIZE OF LEACHING FACILITY PROVIDED: II �0 65N) EFFECTIVE DEPTH (o EFFECTIVE LENGTH 35,Z5 EFFEC,Tt\/E VJ1DT" 1,0' F -ET-\ CONSULTING ENGINEERS T V. �4 / �/ AR-1�6J`1 7 WEEKS POND DRIVE SANDWICH, MA. 02644 (506) 477 -132 GB 7r iJ(—L Cr / Hunter Engineering Associotes, Inc. PROJECT: 5t5FT1c 5)q 7E)al ro K �NOFMyss 10 C.ovAPASS n2oVE 5. yA0Mo0TI4 JOHN 0.9�y _ -- -.- ----) -, ... r 4. o HUNTER µ UA \' _ 2 0 i CIVIL GC_ L L V V D c.,� w �\ (� l '� LQ ` v 9No.36445a 21 SEP 2 4 X559 OWNER- SoSE.PtA � ,MAZY CAT'ALorIT + [HEEA11-TDFH PTH l� �t4 on1 ST, 1AA.N$FIELf), IA ASS 0201.8