HomeMy WebLinkAboutEngineer Plan - 2007LEGEND
100.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100
PROPOSED CONTOUR
100 / EXISTING CONTOUR
f -
4
R00
a
o
SYSTEM PROFILE NOTES
SYSTEM. DESIGNTOP FNDN. AT EL. 31.0
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) 'i
GARBAGE DISPOSER IS NOT ALLOWED ACCESS COVER (WATERTIGHT) To FIN. GRADE
1. DATUM IS ASSUMED
AccEss COVER To WITHIN 3" OF
29.0' MINIMUM JWITHIN 6" OF FIN. GRADE5' OF COVER OVER PRECAST %- 2% SLOPE REQUIRED OVER SYSTEM 2. MUNICIPAL WATER IS AVAILABLE
DESIGN FLOW: 4 BEDROOMS 0 110 GPD = 440 GPD 29.0
USE A 440 GPD DESIGN FLOW RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 3. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
28.0' FOR PIPEFIRS2' OR GEOTE MLE FABRIC '
PROPOSED 1500 3 MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO
SEPTIC TANK: 440 GPD 2 = 880 H-10 .
( ) - � GALLON SEPTIC \ I
• 27.0' 26.75 tee ,; 27.0'
USE A 1500 GAL. SEPTIC TANK TANK (H- 10) cAs
<; �� 26.33 5. PIPE JOINTS TO BE MADE WATERTIGHT.
BAFFLE 26.5
ppOp O pppp
LEACHING: 26.20'- p p O p p Q O p I7. o
SIDES: 2(33.5 + 12.83) 2 (.74) = 137 (10 x SLOPE) �6" CRUSHED. STONE OR MECHANICAL p p p p p p p p p 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH
COMPACTION. (15.221 [21). 80 MASS. ENVIRONMENTAL CODE TITLE V.
4' min. 8 2 Oppp p pDr 24.2
BOTTOM 33.5 x 12.83 (.74) = 318 / DEPTH FESS: Flow = (_!!!X SLOPE) (_l_X SLOPE),3/ 4" TO 1 1/2- DOUBLE WASHED STONE 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO
TOTAL: 615 SF 455 GPD BE USED FOR LOT LINE STAKING OR ANY OTHER PURPOSE.
INLET DEPTH = 10"
USE (3) 500 GAL. LEACHING CHAMBERS (ACME OR OUTLET DEPTH = 14"
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
EQUAL) WITH 4 STONE ALL AROUND LEACHING 5.7' 9. COMPONENTS NOT TO BE BACKFILLED. OR CONCEALED
FOUNDATION 10 SEPTIC TANK 3 D BOX - , 13 FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION LOCUS -MAP
OBTAINED FROM BOARD OF HEALTH. NOT TO SCALE
MA 10. CONTRACTOR. SHALL BE RESPONSIBLE- FOR CALLING
.APPROVED DATE BOARD OF HEALTH DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 109 PARCEL 77.1
BOTTOM TH 2 EL. 18.5
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LOCUS IS WITHIN FEMA -FLOOD- ZONE C
COMMENCEMENT OF WORK.;
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
I. LEACHING FACILITY.
,4
INVARIANCE REQUESTED UNDER LOCAL REGULATIONS: ZONING -SUMMARY
TOP OF FOUNDATION TO BE 0.27f BELOW HIGH POINT IN ROAD ZONING DISTRICT: R-40
(2.2' VARIANCE REQUESTED)_
MIN. LOT SIZE 40,000 S.F.
MIN.. FRONT -SETBACK. 30'
MIN. SIDE SETBACK 20'
MIN. REAR SETBACK 20'
TEST HOLE LOGS
ENGINEER: E. STONE
WITNESS: DAVID FLAHERTY, RS
DATE: OCTOBER 22, 2003 OWNER OF RECORD
LEBEL
PERC. RATE _ < 2 MIN/INCH DOUG
72 PINE STREET
HYANNIS
CLASS I SOILS
ELEV. ELEV. REFERENCES
0" 31.6' 0" 29.5' '
_.-- - DEED BOOK .221.34 PAGE 331°
- -- - ��--- ----- - 0 is - -- - - _
j " P�AN BOOK 017 PAGE 94
LS LS
a, 'r 4„ 1OYR 3/3 8" 1OYR 3/3 r J'
E
B B
LS LS
1OYR 6/6 ' 1OYR 6/6
26" 29.4 'a
26" 27.3'
PERC }'
MS FMS
2.5Y 7/4 2.5Y 7/4
126" 21.0' 132" _ ...18.5'_. IV TITLE 5 SITE PLAN
._
NO GROUNDWATER ENCOUNTERED
OF -
45 WEST GREAT WESTERN ROAD
A,
SOUTH' YARMOUTH
PREPARED FOR
4 }•,»A?F rt. .iN -, .,.. 1.. P f !e 09"°1
R DOUG LEBEL
Nasse O'ate AUGUST 30, .2007
ScaIe:1 "= 20'
0 10 20 30 40 50 FEET
off 508=362=4541
/
fox- 508 362-9880
DA
down cape engineering, inc.
SEP I '2007J
C/ VIL ENGINEERS
HE LTH DLAND SURVEYORS
939. Main _ Stree.t - - YARMQU THPOR T, MASS.
07-199 SP (SBO) `\
R00
o
0
y
a
K PSI 0
Knob Hill
es ern
Lo�U
ood
Route 6
Whites Path
Railroad
CIE
Z
EQUAL) WITH 4 STONE ALL AROUND LEACHING 5.7' 9. COMPONENTS NOT TO BE BACKFILLED. OR CONCEALED
FOUNDATION 10 SEPTIC TANK 3 D BOX - , 13 FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION LOCUS -MAP
OBTAINED FROM BOARD OF HEALTH. NOT TO SCALE
MA 10. CONTRACTOR. SHALL BE RESPONSIBLE- FOR CALLING
.APPROVED DATE BOARD OF HEALTH DIGSAFE (1-888-344-7233) AND VERIFYING THE LOCATION ASSESSORS MAP 109 PARCEL 77.1
BOTTOM TH 2 EL. 18.5
OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO LOCUS IS WITHIN FEMA -FLOOD- ZONE C
COMMENCEMENT OF WORK.;
11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE
REMOVED 5' BENEATH AND AROUND THE PROPOSED
I. LEACHING FACILITY.
,4
INVARIANCE REQUESTED UNDER LOCAL REGULATIONS: ZONING -SUMMARY
TOP OF FOUNDATION TO BE 0.27f BELOW HIGH POINT IN ROAD ZONING DISTRICT: R-40
(2.2' VARIANCE REQUESTED)_
MIN. LOT SIZE 40,000 S.F.
MIN.. FRONT -SETBACK. 30'
MIN. SIDE SETBACK 20'
MIN. REAR SETBACK 20'
TEST HOLE LOGS
ENGINEER: E. STONE
WITNESS: DAVID FLAHERTY, RS
DATE: OCTOBER 22, 2003 OWNER OF RECORD
LEBEL
PERC. RATE _ < 2 MIN/INCH DOUG
72 PINE STREET
HYANNIS
CLASS I SOILS
ELEV. ELEV. REFERENCES
0" 31.6' 0" 29.5' '
_.-- - DEED BOOK .221.34 PAGE 331°
- -- - ��--- ----- - 0 is - -- - - _
j " P�AN BOOK 017 PAGE 94
LS LS
a, 'r 4„ 1OYR 3/3 8" 1OYR 3/3 r J'
E
B B
LS LS
1OYR 6/6 ' 1OYR 6/6
26" 29.4 'a
26" 27.3'
PERC }'
MS FMS
2.5Y 7/4 2.5Y 7/4
126" 21.0' 132" _ ...18.5'_. IV TITLE 5 SITE PLAN
._
NO GROUNDWATER ENCOUNTERED
OF -
45 WEST GREAT WESTERN ROAD
A,
SOUTH' YARMOUTH
PREPARED FOR
4 }•,»A?F rt. .iN -, .,.. 1.. P f !e 09"°1
R DOUG LEBEL
Nasse O'ate AUGUST 30, .2007
ScaIe:1 "= 20'
0 10 20 30 40 50 FEET
off 508=362=4541
/
fox- 508 362-9880
DA
down cape engineering, inc.
SEP I '2007J
C/ VIL ENGINEERS
HE LTH DLAND SURVEYORS
939. Main _ Stree.t - - YARMQU THPOR T, MASS.
07-199 SP (SBO) `\