HomeMy WebLinkAboutEngineered Plan - Rev. 2001I
ACCESS COVER TO WITHIN 6" OF FIN. GRADE ACCESS COVER (WATERTIGHT) TO
WITHIN 6" OF FIN. GRADE
i'OP OF FNDN AT EL. 28.6
GROUND SURFACE AT EL. 26.1'± GROUND SURFACE AT EL. 29.5'±
k MINIMUM .75' OF COVER OVER PRECAST MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM
GROUND SURFACE AT EL. 28.0'± (PROP.)
RUN PIPE LEVEL
EXISTING 1,000 (EXIST) FOR FIRST 2' 2" DOUBLE WASHED PEASTONE
1
GALLON SEPTIC f r
TANK (H-10) AS
BAFFLE24.06'
24.23' ��"" 24. 3' Q 2.5 ® SIDES
3.5' ® ENDS
6" CRUSHED STONE OR 2' :
DEPTH OF FLOW 4' MECHANICAL COMPACTION. (15.221 [2])
TEE SIZES: "MIN BELOW FLOW LINE ? EN>
INLET DEPTH 10 14" o$g a
OUTLET DEPTH _ 4" MIN BELOW FLOW LINE
3/4" TO .'1 1/2" DOUBLE WASHED STONE
(MIN 2% SLOPE) (MIN 1% SLOPE) (MIN 1% SLOPE)
FOUNDATION 11 SEPTIC TANK 36' D' BOX 5' LEACHING FACILITY C
SYSTEM PROFILE }
(NOT TO SCALE)
BOTTOM OF TEST HOLE AT EL.
TH1
VARIANCE REQUESTED UNDER 15.405 (MFC) t¢IJNSUIT)
_ 1(a) REQUEST REDUCTION IN SETBACK, SAS TO DEPTH (IN.) <, ELEVATION (FT.)
PROPERTY LINE (10' TO 6') 0"
Cf 22.6
- .. t FILL
1 f
n
36 ' C1
C��.ARSE SAND
,-.5 Y 7/3
60"
,; C2
1 -0 --MY MED SAND
_.5 Y 5/4
C3
SILT LOAM
G EY 2 4/1 OB
01-046
Z�XISTING 1,000
SEPTIC T -K----
01-046
----
24 �.
1A OF
g� ARNE H.
OJALA
CI IL y
No. 2
H.
BENCHMARK - CENTER
OF, CATCH BASIN
ELEV. = 19.5 92"
POSSIBLE 5' REMOVAL OF
UNSUITABLE SOIL REQUIRED
AROUND PORTION OF LEACH
` \ / FA('.It ITY IN AREA OF' PROPOSFD 1 19"
19.6
24.53'
22.03'
5.73'
0
DEPTH (IN,) TH2
n
0
6"
17.6
TIGHT POCKETS
14.93
1 ; 7R 178"
Cf
FI LL
C1
FINE SAND
2.5 Y 6/6
ELEVATION (FT.)
----126.8
26.3 SOIL CLASS:
_...... .... -. ..._ --- - __ 16.3
. �\� LINER. REPLACE WITH CLEAN MED.
0- 4) SAND. ENGINEER TO INSPECT AND WA WEEPING AT 76" NO WATER FOUND
ry4 CERTIFY REMOVAL.
-'-'L:
6 8 wS .'i..E
--�p0- \ '� (NOT TO SCALE)
13,6 O IyFT� ' LOT 47 \
DIRT 31+/- ACRES SEPTIC SYSTEM DESIGN DATA
PROVIDE APPROX. 26' OF 40 MIL
DRIVE i LINER, 5' OFF LEACHING FkC(LITY AS SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED)
SHOWN (TO PREVENT POSS B LITY OF
<� W BREAKOUT) ' DESIGN FLOW: 5 BEDROOMS (1 10 GPD) = 550 GPD
TOP ELEV. AT 24.5', BOTTOM AT
\ wSEPTIC TANK: 550 GPD 2 = 1100
d'OS LEACHING:
BOTTOM: 56 X 8.83 = 494 S.F.
OP LF $ DN TSH ; SIDES: 2(56 + 8.83) X 2 EFFECTIVE DEPTH = 259 S.F.
TOTAL: 753 S.F. X 0.74 LTAR = 557 GPD > 550 O.K.
OFc� G 2, r USE (1) ROW OF ( H-C-A-PPAC-I-T-Y-INFIL-TRAT-0 S WITH
2' OF STONE ALL AROUND AND 14" BENEATH /
�Q> O / / (1) ROW OF (8) I-IIGH CAPACITY INFILTRATORS WITH (f6 �K
2' OF STONE ALL (AROUND AND 14" BENEATH
V
ti
PUMP AND REMOVE EXISTING LEACH PITS ,.AND
2 � REMOVE ANY CONTAMINATED SOIL WITHIN i' OF
2 - NEW LEACHING FACILITY Ott 508-3
fox 508 3662 -asst
29880
}
3 I
3 down cope engineering, inc.
OF Mgf
ARNE s9�� CIVIL_ ENGINEERS
JA BOARD OF HEALTH LAND SURVEYORS
AV MA 939 main st. yormouth, ma 02675
'O EtnNP DATE AhPPROVED DATE x
LEGEND
--W-
EXISTING WATER LINE
--CHEYEN LN
APPROXIMATE LOCATION
EXISTING CONTOUR
X 16
PROPOSED SPOT GRADE
-16-
PROPOSED CONTOUR
TH 1
SOIL TEST HOLE
®
SEE TEST HOLE LOG(S)
UTILITY POLE
LP
EXISTING LEACH PIT
NOT ALL SYMBOLS MAY APPEAR IN DRAWING
DEPTH (IN,) TH2
n
0
6"
17.6
TIGHT POCKETS
14.93
1 ; 7R 178"
Cf
FI LL
C1
FINE SAND
2.5 Y 6/6
ELEVATION (FT.)
----126.8
26.3 SOIL CLASS:
_...... .... -. ..._ --- - __ 16.3
. �\� LINER. REPLACE WITH CLEAN MED.
0- 4) SAND. ENGINEER TO INSPECT AND WA WEEPING AT 76" NO WATER FOUND
ry4 CERTIFY REMOVAL.
-'-'L:
6 8 wS .'i..E
--�p0- \ '� (NOT TO SCALE)
13,6 O IyFT� ' LOT 47 \
DIRT 31+/- ACRES SEPTIC SYSTEM DESIGN DATA
PROVIDE APPROX. 26' OF 40 MIL
DRIVE i LINER, 5' OFF LEACHING FkC(LITY AS SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED)
SHOWN (TO PREVENT POSS B LITY OF
<� W BREAKOUT) ' DESIGN FLOW: 5 BEDROOMS (1 10 GPD) = 550 GPD
TOP ELEV. AT 24.5', BOTTOM AT
\ wSEPTIC TANK: 550 GPD 2 = 1100
d'OS LEACHING:
BOTTOM: 56 X 8.83 = 494 S.F.
OP LF $ DN TSH ; SIDES: 2(56 + 8.83) X 2 EFFECTIVE DEPTH = 259 S.F.
TOTAL: 753 S.F. X 0.74 LTAR = 557 GPD > 550 O.K.
OFc� G 2, r USE (1) ROW OF ( H-C-A-PPAC-I-T-Y-INFIL-TRAT-0 S WITH
2' OF STONE ALL AROUND AND 14" BENEATH /
�Q> O / / (1) ROW OF (8) I-IIGH CAPACITY INFILTRATORS WITH (f6 �K
2' OF STONE ALL (AROUND AND 14" BENEATH
V
ti
PUMP AND REMOVE EXISTING LEACH PITS ,.AND
2 � REMOVE ANY CONTAMINATED SOIL WITHIN i' OF
2 - NEW LEACHING FACILITY Ott 508-3
fox 508 3662 -asst
29880
}
3 I
3 down cope engineering, inc.
OF Mgf
ARNE s9�� CIVIL_ ENGINEERS
JA BOARD OF HEALTH LAND SURVEYORS
AV MA 939 main st. yormouth, ma 02675
'O EtnNP DATE AhPPROVED DATE x
ASSESSORS MAP: 116 PARCEL: 44
< 9" IN 8:14
PERC RATE: <2 MIN./INCH
PERC: 70"
DATE: APRIL 5, 2001
ENGINEER: R. JUDD, SE
WITNESS: AMY VON HONE, RS
EXCAVATOR: ELLIS BROTHERS
NOTES:
1. THE LOCATION OF LXIS T iNG UNDLRGROUND UTILITIES SHOWN ON
THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS
SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72
HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY
OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT
IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. MUNICIPAL WATER IS EXISTING,
3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR
15.00 TITLE 5 AND YARMOUTH HEALTH REGULATIONS.
4. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10.
6. PIPE JOINTS TO BE MADE WATERTIGHT.
7. WATER TEST D -BOX FOR LEVELNESS.
8. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC.
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
11. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER
PROPOSED SYSTEM.
12. VERTICAL DATUM APPROXIMATED FROM QUAD
TITLE 5 UPGRADE PLAN
OF
19 CHEYENNE LANE
IN THE TOWN OF:
YARMOUTHPORT
PREPARED FOR:
GUY CECCHI
20 0 20 40 60
SCALE: 1 " = 20' DATE: APRIL 5, 2001
REV. 4/24/01 (REMOVE ST)
MAN t r 2130 1
HEALTH DEPT.
YARMO
S LOCUS MILL POND
--CHEYEN LN
c�Fq T I
.RNR
ROUTE 6
LOCUS MAP
SCALE: NTS
ASSESSORS MAP: 116 PARCEL: 44
< 9" IN 8:14
PERC RATE: <2 MIN./INCH
PERC: 70"
DATE: APRIL 5, 2001
ENGINEER: R. JUDD, SE
WITNESS: AMY VON HONE, RS
EXCAVATOR: ELLIS BROTHERS
NOTES:
1. THE LOCATION OF LXIS T iNG UNDLRGROUND UTILITIES SHOWN ON
THIS PLAN IS APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS
SITE, THE EXCAVATING CONTRACTOR SHALL MAKE THE REQUIRED 72
HOUR NOTIFICATION TO DIG SAFE (1-888-344-7233) AND ANY
OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE, OR EQUIPMENT
IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. MUNICIPAL WATER IS EXISTING,
3. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR
15.00 TITLE 5 AND YARMOUTH HEALTH REGULATIONS.
4. MINIMUM PIPE PITCH TO BE 1/8- PER FOOT.
5. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H-10.
6. PIPE JOINTS TO BE MADE WATERTIGHT.
7. WATER TEST D -BOX FOR LEVELNESS.
8. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
9. PIPE FOR SEPTIC SYSTEM TO BE SCH. 40-4" PVC.
10. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
11. NO VEHICLES OR CONSTRUCTION EQUIPMENT ALLOWED OVER
PROPOSED SYSTEM.
12. VERTICAL DATUM APPROXIMATED FROM QUAD
TITLE 5 UPGRADE PLAN
OF
19 CHEYENNE LANE
IN THE TOWN OF:
YARMOUTHPORT
PREPARED FOR:
GUY CECCHI
20 0 20 40 60
SCALE: 1 " = 20' DATE: APRIL 5, 2001
REV. 4/24/01 (REMOVE ST)
MAN t r 2130 1
HEALTH DEPT.