HomeMy WebLinkAbout17.128 - Title 5 Site PlanTOP
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4 E . 73' SYSTEM PRUF-II__!
)N
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT T3 SCALE;
ACCESS COVER (WATERTIGHT) TO
10.2' WITHIN G" OF FIC. GRADE
B.6' MINIMUM .75' OF COVER OVER PRECAST 27 SLOPE REOUfRED OVER SYSTEM
-
m
cRUN PIPE LEVET 2" DOUBLE T''!ASHED PEAS70NE ll
%FOR FIRST 2'
(PROP) PWOPOSEh .I.��Q Q 3' MAX.
18'
LLON SEPTIC 4J --;r.l
6, 43' ? 6.�TE�- 9.6'
TANK (IH. 10 } Ens ? i3 9.25' -- e---
4♦ L ',NATEFPROOF BAFFL 9.42' ���.Ks�: �.s.1
(_2-% SLOPE) 6" CRUSHED STONE OR MECHANICAL `3<J�-, _
COMPACTION. (15.221 [2])MIN-j-� 0 8.6
DEPTH OF FLOW = ( 1 7 SLOPE) (-L-% SLOPE) c ,._
TEE SIZES.
INiLET CEPTH TA10,__
OUTLET DEPTH
FOUNDATION-- 10
ALARM AND CONTROL PANEL
TO BE INSTALLED INSIDE
BUILDING. ALARM TO BE ON INV. IN 6.15'
SEPARATE CIRCUIT FROM PUMP ----�,
ALARM ON
FLOAT SWITCH
SETTINGS PUMP M
OFF
6" CRUSHED STONE OR
COMPACTION
ST
1000 GAL. H-10
700 GAL.+
RESERVE
S _
PUMP 10'
3 CHAMBER
SLOPE TO DRAIN PACK TO PC
HOLE
VALVE
'OELLER 'WASTEMATE'
SUBMERSIBLE MODEL_ M282 1/2 HP PUMP
SYSTEM (OR EQUAL..)
PUMP CH_A_MBER
(NOT TO SCALE] `�-
WATERPROOF
16.97'
-1-9.34 \X
Lo
8.76
j .83
/y
Lie
/ EXIST.
/ DWELL.
/ .70 T.F.=
/ .93 9.73' 4'
/
PROP. /
DECK /
+8.821 1 �
A/E
EXIST. 1000
GAL ST (PUMP
'<
AND REMOVE),
10YR 4/2
7
g�
FENCE
CONTINUES
LMS
02-226
-19.19 I
X24 OJ
ma,k
PROP ADD'N'
✓tr, fx!sr1c..
TWIN
/ -1-8.50 PROF. VENT (FINAL
SHED
PLACEMENT IN
CONSULTATION LN TH
(RE -LOCATE) HOMEOWNER)
BUOYANCY CALCS:
1500 GAL. H-10 SEPTIC TANK: WGT - 11480 LBS
10.5 x 5.67 x 3.09 x 62.4 - 11479 UP
(+ SOIL WGT - OK)
1000 GAL, H-10 PC: WGT 8240 LBS
8.5 x 4.83 x 3.44 x 62.4 8812 UP
+ SOIL: 0.75 x 8.5 x 4.83 x 90 = 2771 DOWN (OK)
3/4 TO 1 1/2 DOUBLE WASHED TOr'c_
LEACHING 5
D' BOX 9' - FACILITY
USE %.DJ. WATER AT E.L. 3.6'
(PEER Hi %LIH AGENT AND SYSTEM WITFiN 400'
OF TID11_ CREEK)
LOAM AF:D Si¢D
EL. PT 3' p+
F 4 W
W0VEA' Gf.OIEXTILE FADR/C
'A/IRAFIJ USED AS TTf BACK
PT T x F BJLLA%71'E GfCKlNG 1 I
WIT// ATTACHED BY 2' SCR£VS
AT 16' CENTERS
STA66EA'ED .i FIA
P 'L Y BARRIER
GSL N_y:EW
6' x 6' P.T. LANDSCAPE TIC KNEE _WALL IS' HIGH v DEEP
NGT TO S'ALC
FL007ZON7 LINE
SCA -LD -'OM FEMA
sa erV ) C CB 8.7 MAF 250015 00050
,n
REV. 7/2/92
�.� 9.02
8.69 /
i -i t"iU`JE
36' OAK, 50' CRONN @-
J43
r 8.57
9Z3 u
APPROX. 75' OF
PROP. 40 MIL_ LINER AT 5' Orr PORTION
OF PERIMETER OF LEACHING FACILITY.
.OR AT EL 9.6', BOTTOM AT EL. 5.6'
PROP. LANDSCAPE TIE RETAINING
WALL, TOP AT EL. 96' (SEE
DETAIL)
5' REMOVAL OF UNSUITABLE SOIL REQUIRED
AR;UNO PERIMETER OF LEACHING FACILITY,
DOWN TO SUITABLE SOIL LAYER, REPLACE
WITH CLEAN MED. SAND. ENGINEER TO
INSPECT AND CERTIFY REMOVAL
TEST HOLE LOGS
ENGINEER: RICK JUDD, RS
WITNESS: AMY VON HONE, RS
DATE. AUGUST 7, 2002
PERC. RATE = < 2 MIN/INCH
CLASS I SOILS P#
ELEV.
�., R 93'
�EPTIG DEiJGN: (GAFBAO_- DISPOSER Is NOj &t(�N!ED )
ESIGN FLOW: _3- BEDR:OMS ( 110 GPD) = 330 GPD
SE A 330 GPD DES.GN FLOW
EPI -IC LANK: 330 GED ( 2 ) = 660
SE A 1500-_ GALLON SEPTIC TANK
EACHWG_
SIDES: N/A --
TIOTTOM: - 15' x 30' (.74) '
-OTAL: _450 S.F. _333 GPD
�_SE 30' x `:5' LEACH FIELD WITH 2 ROWS OF 4
_;TANDARD INFILTRATORS EACH, WITH 3' STONE AT
SIDES, 3.3' BETWEEN ROWS AND 2.5' AT ENDS
LEGEND
1CC.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
i BOARD OF HEALTH
MA
o'PROVED DATE
t
E / ,LL::.,: e4 508-362-4841
lox STXS 362-9880
I
t
t down cape engineering, inc.
1
CIVIL ENCjINEERS
I
LAND SURVEYORS
539 renin st. yarroouth, ma 02675
VILL
ELI_: MIW 29
DNE: A
DJ: 2.4'
1 tMARANE
LOCUS
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 17 PARCEL 128
2002 u
J
NOTES:
1. DATUM IS APPROXIMATED FROM QUAD
2, MUPI1_IPAL WATER IS EXISTING
3, MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. PUMP & REMOVE EXISTING SEPTIC SYSTEM,
11. ELECTRICAL PERMIT REQUIRED
12. WATER TEST D'BOX FOR LEVELNESS
- - --
TITLE 5 .SITE PLAW
OF
6 BUNNY CIRCLE
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: KEN AMELIN
20 0 20 40 60
SCALE: 1" 20' DATE: OCTOBER 8, 2002
REV: 12/30/02 SHOW FEMA LINE
r„
FILE COPY
A/E
LS
6"
10YR 4/2
BW
LMS
2.2"
10YR 4/3
_6�ad�
C1
FS
40"
2.5Y 6/4
C2
N
COS
Z
A
67
OPS WATER
6'
1OYR 6/4
96
-
�EPTIG DEiJGN: (GAFBAO_- DISPOSER Is NOj &t(�N!ED )
ESIGN FLOW: _3- BEDR:OMS ( 110 GPD) = 330 GPD
SE A 330 GPD DES.GN FLOW
EPI -IC LANK: 330 GED ( 2 ) = 660
SE A 1500-_ GALLON SEPTIC TANK
EACHWG_
SIDES: N/A --
TIOTTOM: - 15' x 30' (.74) '
-OTAL: _450 S.F. _333 GPD
�_SE 30' x `:5' LEACH FIELD WITH 2 ROWS OF 4
_;TANDARD INFILTRATORS EACH, WITH 3' STONE AT
SIDES, 3.3' BETWEEN ROWS AND 2.5' AT ENDS
LEGEND
1CC.0 PROPOSED SPOT ELEVATION
100x0 EXISTING SPOT ELEVATION
100 PROPOSED CONTOUR
- 100 - EXISTING CONTOUR
i BOARD OF HEALTH
MA
o'PROVED DATE
t
E / ,LL::.,: e4 508-362-4841
lox STXS 362-9880
I
t
t down cape engineering, inc.
1
CIVIL ENCjINEERS
I
LAND SURVEYORS
539 renin st. yarroouth, ma 02675
VILL
ELI_: MIW 29
DNE: A
DJ: 2.4'
1 tMARANE
LOCUS
LOCATION MAP NOT TO SCALE
ASSESSORS MAP 17 PARCEL 128
2002 u
J
NOTES:
1. DATUM IS APPROXIMATED FROM QUAD
2, MUPI1_IPAL WATER IS EXISTING
3, MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
5. PIPE JOINTS TO BE MADE WATERTIGHT.
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
10. PUMP & REMOVE EXISTING SEPTIC SYSTEM,
11. ELECTRICAL PERMIT REQUIRED
12. WATER TEST D'BOX FOR LEVELNESS
- - --
TITLE 5 .SITE PLAW
OF
6 BUNNY CIRCLE
IN THE TOWN OF:
(WEST) YARMOUTH
PREPARED FOR: KEN AMELIN
20 0 20 40 60
SCALE: 1" 20' DATE: OCTOBER 8, 2002
REV: 12/30/02 SHOW FEMA LINE
r„
FILE COPY