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HomeMy WebLinkAboutAs-Built Plan / Installation Certificate Form - 940 JOHNSON STREET 6/3/2012 SUMMARY OF INVERTS -7-BUILDING -TI-ES-7- SEWER 0 FDTN. 91.44 BLDG. CORNER A I B T-­C­T-D NQ THIS PLAN & CERTIFICATION IS NOT SEPTIC TANK IN 90.51 SEPTIC TANK OUT 32.0 30.21 - I - A WARRANTY OF THE SUBSURFACE DISPOSAL SEPTIC TANK OUT 90.13 PUMP TANK OUT 59.0 17.5 - - SYSTEM. IT IS A RECORD OF THE LOCATION PUMP TANK IN 89.75 DIST. BOX 123.6120 AND ELEVATION OF THE EXISTING SYSTEM DIST. BOX IN 97.44 COMPONENTS. DIST. BOX OUT 97.24 INV. IN CHAMBER 97.18 BOTT, CHAMBER 96.90 "1 HEREBY CERTIFY THE LOCATIONS, ELEVATIONS, TIES, COVER MATERIAL; EXPOSED COMPONENT COVERS ETC., SHOWN ON THIS AS-BUILT SUBSTANTIALLY AGREE WITH THE APPROVED PLAN AND HAVE DETERMINED THAT THE BREAK OUT ELEVATIONS, IF APPLICABLE, HAVE BEEN MET." APPROVED DESIGNS PLANS. SIGNATURE OF DESIGNER DATE t4/F 010-01 - i 42.98P FD TM 107A iL211 (44,025 S.F.) WETLAND DELINEATED BY NORSE 87 �T�..201, -8 Z Z M Z z 1000 OAL. TANK 15M GAL. 67'3 SEPTIC TAW 60,* I ai 2 'ANT D" LEACH FIELD W AM WLIRATOR 151.44! DIMM L JOHNSON STREET 4 NEMCHENOK A AS BUILT PLAN IIAL OF SUBSURFACE DISPkf'J'%SAL Stl"STEM LOCATED IN NORTH ANDOVER, MASS./940 JOHNSON STREET X! AS PREPARED FOR m DAVE TAYLOR DATE: 6-3-12 TM: 107A TL: 91 SCALE: 1"=40' 0 20 40 80 MERRIMACK ENGINEERING SERVICES 66 PARK STREET ANDOVER, MASSACHUSETTS 01,610