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HomeMy WebLinkAbout- As-Built Plan / Installation Certificate Form - 218 LACY STREET 10/16/2020 I CERTIFY THE LOCATIONS, ELEVATIONS, TIES, Domestic Well COVER MATERIAL; EXPOSED COMPONENT COVERS, ETC. SHOWN ON THIS AS—BUILT SUBSTANTIALLY AGREE WITH THE APPROVED PLAN AND HAVE LOT AREA DETERMINED THAT THE BREAD OUT ELEVATIONS 1.12 AC± HAVE BEEN MET. TAX MAP 1 05C LOT 29 w (0 .. r Approximate V: q Water Service V. co o.41586 m ill- JOHN D. SULLIVAN Ili, PE ,r .r 7, s 4 Bedroom Residential Structure ° r U `fop of Foundation �/ryJ [/ry//*y/�r)//+� ``�.... Elev=100.0' 0-80X — 6 OUTLET /G11 AA✓{ l/� ,4y./y/ tVl ~� 20' 18.2' `'--• Wcrlkway ' Co c, -0 1,500 GALLON CONC. SEPTIC F TANK (MONOLITHIC) D 42.5s SOIL ABSORPTION AREA E — LEACHING BED 12'W x 50'L W/ 3 DISTRIBUTION LINES 37.8' 1NSPEC TI©N PORT I N 58 Q59'48"E C w. 1 50.00' Edge of Pavement RECEIVED SCHEDULELAE03"T R E E T `�E �I= ELEVATIONS DESIGN AS—BUILT TOWN OF NORTH ANDOVER SEWER INVERT OUT OF HOUSE 96.00' 96.10' SEWER INVERT INTO SEPTIC TANK 95.64' 95.65' SEWER INVERT OUT OF SEPTIC TANK 95.39' 95.40' SEWER INVERT INTO D—BOX 95.17' 95.17' SEWER INVERT OUT OF D—BOX 95.00' 95.00' SEWER INVERT BEGIN LEACHING TRENCH 94.95' 94.97' SEWED INVERT END LEACHING TRENCH 94.70' 94.70' BOTTOM OF LEACHING FIELD 94.20' 94.20' 218 LA CY STREET MAXIMUM SEASONAL GROUNDWATER 89.1' SEP27C .15-BUILT PLAN OF LAND LOCATED IN SEPTIC SYSTEM TIES BUILDING CORNER NORTH E , A. C TT SEWER AT FOUNDATION 11.9' — (ES,S'EX C0 UN Y) SEWER COVER OVER SEPTIC INLET 24.7' 36.0' PREPARED FOR SEWER COVER OVER SEPTIC OUTLET 21.7' 42.1' TROY & HEIDI MORA.N CENTER OF D—BOX 21.0' 57.0' SCALE: 1"-� 20' DATE: SEPT. 20, 2020 EDGE OF FIELD (C) 20.0' 54.2' PREPARED BY EDGE OF FIELD (D) 59.2' 55.0' EDGE OF FIELD (E) 64.1' 65.9' CROUP,SULLIVAN ENGINEERING LLC P.0. B©.x 2004 EDGE OF FIELD (F) 31.5' 65.2' i"OBURN, MA 01888 INSPECTION PORT 55.5' 56.5' (781) 854-8644