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SITE PLAN
OF LAND IN
SO, YARMOUTH,MASS.
FOR
TRINITY SCHOOL OF CAPE COD INC.
DRAWN BY PCH DATE MARCH 1979
CHECKED BY RBE REVISEDBER
SCALE: I"= 20' a MWE
20 10 5 0 20 40 60 $ Ewheu�
� de
ELDREDGE ENGINEERING CO. INC. 4aosuF
33 NORTH MAIN ST. SOUTH YARMOUTH, MASS.
712 MAIN STREET HYANNIS, MASS. E 1 355
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7�r•S . r yB,Z
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if
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17,
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l�d.rt/ f1i1 � iN
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NOTE: IF EITHER TnE SEPTIC WANK OR LEACHING
20 FT. 'Al IN. __ P!- ARE MORE THAN 12 BELOW 3RADE, A
J - --- -
i'' FT. MIN j �• 24" DIAMETER CONCRETE COVER SHALL BE
BROUGHT TO GRADE (AN- EXTRA HEAVY CASs"
4 PVC PIPE N, IRON COVER SHALL BE,_ USED ,F 'N DRIVEW',
MIN PITCH - _ _ _-_ ._ ._-
COV EF !/g" PER FT1
- CLEAN SAND BACKF!. L
�� t •, 'MIN
}4� _ GRAS
LIQUID LEVEL _ - t �,t ��, LAYER
4" CAST iTi' T�;r, � u� .• OF it/8"_ I/2•'
IRON r "� � •
PIPE Z000 6/-I1 _ / ` • ''' WASHED STONE.
MIN PITCH- i �� .... ... ,
1/4" PER FT SEPTIC TANK BOX • "
° EFFECTIVE" E 3/4�- I I/2"
DEPTH " WASHED STONE
"' +--- PRECAST SEEPAGE
tea, ;. ..., 1
• . .. , PIT OR EQUIV.
INVERT ELEVATIONS G FC DIA.
F T DIA. C (SEE TABULATION)
INVERT AT BUILDING 1�_z FT. }" r
INLET SEPTIC TANK _2V -0 -FT. GROUND WATER 'TABLE
OUTLET SEPTIC TANK _ 76, F FT. SECTION OF
INLET DISTRIBUTION BOX _'—___FT SEWAGE DISPOSAL SYSTEM
OUTLET DISTRIBUTION BOX _FT SCALE 114"= /-0'
INLET SEEPAGE PIT �6•_FT TABULATION
DIMENSION A r• o;FT
DESIGN CRITERIA SOIL LOG DIMENSION B-�'•'=' FT
NUMBER OF BEDROOMS N�P SOIL TEST NO 1 SOIL TE5 NO -2 DIMENSIGN C /'° FT
GARBAGE DISPOSAL UNIT N�'�D_- RBrv� ELEV�-�` - E-E'V. ----
TOTAL ESTIMATED FLOW /055_GAL/DAY -3 "rA" -T
NUMBER OF SEEPAGE PITS _ONE__ ✓r x:_ DATE OF SOIL TEST
SIDE LEACHING PER PIT 31•$SQ FT Y RESULTS WITNESSED BY -
BOTTOM LEACHING PER PIT L5�3 SQ. F Y/.o s:.? PERCOLATION RATE (NO') MIN/INCH
TOTAL LEACHING AREA S�S.7SQ. FT //A7:? I I PERCOLATION RATE (NO2) MIN/INCH'
RESERVE LEACHING AREA 'r SQ. FT.
s
5p/
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.v -BRUCE ++ 1`y VJ�1Fibht6'• - D� C<'Y,
ELDREDGE �" — — -- —
3d8
--� LOREDGE ENGINEERING
C0: INC.
�i LE
y v4`c,STfe e 344` A TNO GROUND WATER ENCOUNTERS 33 NO. MAIN ST 712 MAIN ST.
;001 [GROUND WATER AT ELEV.�___ SO. YARMOUTH MASS. HYANNIS MASS.
j JOB N0. ,�7 / c: SHEET OF Z
/�.. �%/G/��i✓•;'�..%3/.!/+r'l YiC � X ?.}
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77,
: 7j- x /yrr:
r �
- 71Xo
NOTE: IF EITHER TnE SEPTIC WANK OR LEACHING
20 FT. 'Al IN. __ P!- ARE MORE THAN 12 BELOW 3RADE, A
J - --- -
i'' FT. MIN j �• 24" DIAMETER CONCRETE COVER SHALL BE
BROUGHT TO GRADE (AN- EXTRA HEAVY CASs"
4 PVC PIPE N, IRON COVER SHALL BE,_ USED ,F 'N DRIVEW',
MIN PITCH - _ _ _-_ ._ ._-
COV EF !/g" PER FT1
- CLEAN SAND BACKF!. L
�� t •, 'MIN
}4� _ GRAS
LIQUID LEVEL _ - t �,t ��, LAYER
4" CAST iTi' T�;r, � u� .• OF it/8"_ I/2•'
IRON r "� � •
PIPE Z000 6/-I1 _ / ` • ''' WASHED STONE.
MIN PITCH- i �� .... ... ,
1/4" PER FT SEPTIC TANK BOX • "
° EFFECTIVE" E 3/4�- I I/2"
DEPTH " WASHED STONE
"' +--- PRECAST SEEPAGE
tea, ;. ..., 1
• . .. , PIT OR EQUIV.
INVERT ELEVATIONS G FC DIA.
F T DIA. C (SEE TABULATION)
INVERT AT BUILDING 1�_z FT. }" r
INLET SEPTIC TANK _2V -0 -FT. GROUND WATER 'TABLE
OUTLET SEPTIC TANK _ 76, F FT. SECTION OF
INLET DISTRIBUTION BOX _'—___FT SEWAGE DISPOSAL SYSTEM
OUTLET DISTRIBUTION BOX _FT SCALE 114"= /-0'
INLET SEEPAGE PIT �6•_FT TABULATION
DIMENSION A r• o;FT
DESIGN CRITERIA SOIL LOG DIMENSION B-�'•'=' FT
NUMBER OF BEDROOMS N�P SOIL TEST NO 1 SOIL TE5 NO -2 DIMENSIGN C /'° FT
GARBAGE DISPOSAL UNIT N�'�D_- RBrv� ELEV�-�` - E-E'V. ----
TOTAL ESTIMATED FLOW /055_GAL/DAY -3 "rA" -T
NUMBER OF SEEPAGE PITS _ONE__ ✓r x:_ DATE OF SOIL TEST
SIDE LEACHING PER PIT 31•$SQ FT Y RESULTS WITNESSED BY -
BOTTOM LEACHING PER PIT L5�3 SQ. F Y/.o s:.? PERCOLATION RATE (NO') MIN/INCH
TOTAL LEACHING AREA S�S.7SQ. FT //A7:? I I PERCOLATION RATE (NO2) MIN/INCH'
RESERVE LEACHING AREA 'r SQ. FT.
s
5p/
.v
e
.v -BRUCE ++ 1`y VJ�1Fibht6'• - D� C<'Y,
ELDREDGE �" — — -- —
3d8
--� LOREDGE ENGINEERING
C0: INC.
�i LE
y v4`c,STfe e 344` A TNO GROUND WATER ENCOUNTERS 33 NO. MAIN ST 712 MAIN ST.
;001 [GROUND WATER AT ELEV.�___ SO. YARMOUTH MASS. HYANNIS MASS.
j JOB N0. ,�7 / c: SHEET OF Z