HomeMy WebLinkAbout- As-Built Plan / Installation Certificate Form - 542 SALEM STREET 9/28/2018 LOCAL UPGRADE APPROVALS RECEIVED IN 2004 I CERTIFY THE LOCATIONS, ELEVATIONS, TIES, COVER MATERIAL; EXPOSED COMPONENT
1) HOR. SEPARATION FROM SAS TO FOUNDATION OF 15 FEET COVERS, ETC., SHOWN ON THIS AS-BUILT SUBSTANTIALLY AGREE WITH THE APPROVED I
2) VERTICAL OFFSET FROM SAS TO HIGH GIN OF 3 FEEET PLAN AND HAVE DETERMINED THAT THE BREAK OUT ELEVATIONS HAVE BEEN MET.
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1,000 GALLON 1,500 GALLON s
CONC. PUMP CHAMBER CONC. SEPTIC TANK ,
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CONCRETE D-BOX Q ' SEE PREVIOUS AS-BUILT co _ 1 r
H-20 RATED O PLAN(S) BY OTHERS FOR
INFO. ON PUMP CHAMBER AND
SEPTIC TANK.Lu
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JOHN D. SULLIVAN III, PE
STy"O'(s L,cF SCHEDULE OF ELEVATIONS DESIGN AS-BUILT
A642 RE VFL)
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SEWER INVERT INTO D-BOX 98.78' 98.78'
�FDROOR W SEWER INVERT OUT OF Q-BOX 98.61' 98.61'
B 00_00 o � SEWER INVERT BEGIN LEACHING TRENCH 98.55' 98.55'
m SEWER INVERT END LEACHING TRENCH 98.40' 98.40'
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C Q<o BOTTOM OF LEACHING FIELD 97.90' 97.90'
zo� MAXIMUM SEASONAL GROUNDWATER
94.90'
SOIL ABSORPTION AREA x n\
LEACHING BED z
BUILDING CORNER
20'W x 301 SEPTIC SYSTEMTIES
Wf 4 DISTRIBUTION LINES A B C
O it li F �Q�F CENTER OF D-BOX 39.7' 22.1' -
�° �ss� EDGE OF FIELD (D) 52.9' 35.0' -
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EDGE OF FIELD (E) 35.6' j 15.0' -
o EDGE OF FIELD (F) - 34.1' 52.4'
ti VENT
\� EDGE OF FIELD (G) - 46.5' 72.3'
ce o00 � t INSPECTION PORT - 36.0' 62.4'
BEfVCHMARK:
CATCHBASIN RIM L=39.48' 40\45' L=19.41=.
ELEV- 99.33' Q3
(ASSUMED DATUM)
BIT BERM ASSESSOR INFORMATION:
q TLOCATED IN�r �}f T r r�ry'r
INSPECTION PORT ENDS ARE INTERCONNECTED TAX MAP 38 LOT 4 NORTHANODE', MA,JStiL�'I�tJSE 1 S
WITH 4`PVC PIPE
(ESSEX COUNTY)
PREPARED FOR
JENNIFER .STRAUSS
THIS AS—BUILT REFLECTS THE WORK SCALE: P"= 20' DATE: SEPT, 7, 2018
COMPLETED BY BATESON ENTERPRISES PRE'PARZ BY
GRAPHIC SCALE IN SEPT. 2018 WTH THE INSTALLATION OF SULLIVAN ENGINEERING GROUP, LLC
SCALE:1"=20' A NEW H-20 RATED CONC. D—BOX AND BURN, MA 01888
FEET 20 0 10 20 40
THE INSTALLATION OF A NEW LEACHING (jar) ss4-�s4�
FIELD (IN—KIND). SHEET No. 1 OF 1