Engineered Plan - 2001N ASSESSORS HAP: 68
PARCEL. 120
FLOOD ZONE: C
� IDLOCUS '?0
LOCATION MAP
:LOT I®
12,000 S. F,
(0,28 ± AC.)
Yd DE
OF
ELj
BOTTOM AREA: 29.5 x 11.2' = 3,30 SF (74) = 244 GAL/DAY
p 9 $��CAPACITY 65 DAY GAL
CAPA 3�® �
25
f SEPTIC SYSTEM SECTION
. J
}
CP' CP : 2" PEASTONE
s ( COVERS WITHIN 12" OF
1 FINISHED GRADE 3/4" -1 1/2"
28.6 ONE BE WITHIN 6INSPECTION COYER
( WASHED STONE
��
TO " OF GRADE)
FIRST FLOOR ELEV.
:.
® i
. ELEV.-- 23.5
r > 23.75
ELEV.
28 24.0 f.O
1500 GAL D -B® z3,18 _ _
f ELEV. SEPTIC TANK 23.35 (6„ OF ELEV. 3.5' ELEV.
25 25.76, 25.75 25.32 (6" OF STONE UNDER OR ELEV. STONE -
4
o ELEV. MECHANICALLY COMPACTED) UNDER) 3 INFILTRATOR CHAMBERS (MODEL 3050)
Ab
(EXIS'TING) 23.0 WITH 3.5 OF STONE ALL AROUND
/ TEE SIZES: c�� BAFFLE
INLET: 6" UP, 13" DOWN AT OUTLET TEE ELEV, (213.5' x 11.2' x 2' DEEP) (I1'-20)
OUTLET: 6" UP, 14" DOWN
JUL 1 9 'l P1
aGz�
HEALTI uEi---T.I. SITE AND SEWAGE PLAN
KEY:
EXISTING CONTOUR:�� PPR..VED BY: DATE:
___._ LOCATION
PROPOSED CONTOUR: ..............................
EXISTING SPOT ELEVATION. 25.5
r .r .. :.enc . rt ; , 33 JANICE ROAD
PROPOSED SPOT ELEV AT ION: 25 v :.
j�JO _ SOUTH YARMOUTH, MA
TEST EST' HOLE:
art }
a,:, r. ^". ,_" n+?".,dq: 6?i'.:`q.. j�'}
,..; Pe LP!... .,P SF .LV 1. JR Sx-
UTILITY POLE: <,xPREPARED FOR.'
FENCE LINE:
r - ��
HYDRAl� T. -�- � ` q �a �. � �� A.&B. CA.NCOICBOSBY
,� ..rD sir`
DETAINING WALL:
�f.. f = 20'
_ZZ 7/01
JIARFST ®IIcLELLAN ENGINEERING ! � // � � � o s } SCALE:DATE.
24 SCHOOL STREET P.O. BOX 4653 /` PLAN BOOK 148 PAGE 95
"' _ MASSACHUSETTS Q207�? REFERENCE:
WEST DENNIS, � t P.E. JOHN Z. DEhfAREST JR., P.L.S.
I3 t 01-37 PHONE FAX : (08) 298--771Q THOMAS MCI,ELLAN,
T EST HOLE LOGS
NOTES:
1. VERTICAL DATUM: ASSUMED FROM QUAD (NGVD +/--)
ENGINEER: JOHN DEMAREST, P-L.S.
2. MUNICAPAL WATER IS AVAILABLE.
WITNESS: AMY VON HONE, R.S.
3. SCHEDULE 40 - 4„ PVC PIPE TO BE USED THROUGHOUT SEPTIC SYSTEM.
DATE: 7-12-01
4. ALL PRECAST UNITS TO CONFORM WITH AASHTO H-10 & H-20
PERCOLATION RATE: < 2 HIN IN
LOADING SPECIFICATIONS.
5. PIPE PITCH= ' 1/4" PER FOOT, (UNLESS NOTED OTHERWISE).
TH-1 TH_2
6. FIRST 2' OF PIPE OUT OF D --BOX TO BE SET LEVEL.
7. THE SEPTIC SYSTEM HAS NOT BEEN DESIGNED TO ACCOMODATE THE
Q/.� € HORIZON
I,ct AW
SAND
ELEV.
USE OF A GARBAGE DISPOSAL.
s"
10YR 3/6
24,8
8. ALL CONSTRUCTION DETAILS ARE TO BE IN CONFORMANCE WITH THE
L AMY S N
LOAMY SA.NLD
STATE OF MASS. ENVIRONMENTAL CODE (TITLE FIVE) AND LOCAL
tOYR 5
23B
HEALTH REGULATIONS.
Cl
SANK;
9. CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES PRIOR
FINE
54"
2.5Y /4
21.0
TO CONSTRUCTION.
C2 HORIZON
SILT LOAM LOAMY
10. GROUND COVER OVER ALL SEPTIC SYSTEM COMPONENTS NOT TO
SAND .SIX
EXCEED 3.0.
7e
2.5Y 613
19.0
11. EXISTING CESS POOLS TO BE PU.AIPED AND FILLED WITH SAND
C3 HORIZON
FINE -MED SAND
DR REMOVED.
132"
2.5Y 7/3
14.5
12. ALL UNSUITABLE SOIL (SILT LOAM, LOAMY SAND MIX, APPROX. 78" DEEP)
WITHIN 5' OF PROPOSED LEACH AREA IS TO BE REMOVED AND REPLACED
MARIE AT TOP
NO GROUND WATER ENCOUNTERED
WITH CLEAN MEDIUM SAND.
l PIPE
,7B3"
SEPTIC SYSTEM DESI GAT
FLOW ESTIMATE:
BEDROOMS AT GAL/DAY/BEDROO M = 3 O GAL/DAY
SEPTIC TANK:
330_ GAL/DAY x 2 DAYS = 0 GAL
USE 1500 GALLON SEPTIC TANK
moo• 26
LEACHING AREA:
USE 3 INFILTRATOR CHAMBERS (MODEL 3050) WITH
3.5' OF STONE ALL AROUND (29.5' x 11.2' x 2'
DEEP)
BOTTOM AREA: 29.5 x 11.2' = 3,30 SF (74) = 244 GAL/DAY
p 9 $��CAPACITY 65 DAY GAL
CAPA 3�® �
25
f SEPTIC SYSTEM SECTION
. J
}
CP' CP : 2" PEASTONE
s ( COVERS WITHIN 12" OF
1 FINISHED GRADE 3/4" -1 1/2"
28.6 ONE BE WITHIN 6INSPECTION COYER
( WASHED STONE
��
TO " OF GRADE)
FIRST FLOOR ELEV.
:.
® i
. ELEV.-- 23.5
r > 23.75
ELEV.
28 24.0 f.O
1500 GAL D -B® z3,18 _ _
f ELEV. SEPTIC TANK 23.35 (6„ OF ELEV. 3.5' ELEV.
25 25.76, 25.75 25.32 (6" OF STONE UNDER OR ELEV. STONE -
4
o ELEV. MECHANICALLY COMPACTED) UNDER) 3 INFILTRATOR CHAMBERS (MODEL 3050)
Ab
(EXIS'TING) 23.0 WITH 3.5 OF STONE ALL AROUND
/ TEE SIZES: c�� BAFFLE
INLET: 6" UP, 13" DOWN AT OUTLET TEE ELEV, (213.5' x 11.2' x 2' DEEP) (I1'-20)
OUTLET: 6" UP, 14" DOWN
JUL 1 9 'l P1
aGz�
HEALTI uEi---T.I. SITE AND SEWAGE PLAN
KEY:
EXISTING CONTOUR:�� PPR..VED BY: DATE:
___._ LOCATION
PROPOSED CONTOUR: ..............................
EXISTING SPOT ELEVATION. 25.5
r .r .. :.enc . rt ; , 33 JANICE ROAD
PROPOSED SPOT ELEV AT ION: 25 v :.
j�JO _ SOUTH YARMOUTH, MA
TEST EST' HOLE:
art }
a,:, r. ^". ,_" n+?".,dq: 6?i'.:`q.. j�'}
,..; Pe LP!... .,P SF .LV 1. JR Sx-
UTILITY POLE: <,xPREPARED FOR.'
FENCE LINE:
r - ��
HYDRAl� T. -�- � ` q �a �. � �� A.&B. CA.NCOICBOSBY
,� ..rD sir`
DETAINING WALL:
�f.. f = 20'
_ZZ 7/01
JIARFST ®IIcLELLAN ENGINEERING ! � // � � � o s } SCALE:DATE.
24 SCHOOL STREET P.O. BOX 4653 /` PLAN BOOK 148 PAGE 95
"' _ MASSACHUSETTS Q207�? REFERENCE:
WEST DENNIS, � t P.E. JOHN Z. DEhfAREST JR., P.L.S.
I3 t 01-37 PHONE FAX : (08) 298--771Q THOMAS MCI,ELLAN,