HomeMy WebLinkAboutEngineered Plans - 2013Yl V
STE.VE4 W
N No. 35791
SON -
EXIST. 1,000 GAL
SEPTIC TANK
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS, EXCEPT AS NOTED BELOW:
-310CMR 15.405(1) (b):
1) A 0.76 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW 40
LEACHING TO BE 3.76 FT. BELOW GRADE VS. REQ'D 3 FT. (H20/VENT PROV.)
3_ THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
TDM = EL. 40.5
TOP OF FRONT STOOP
39
39.G
- vent
150.0 L.
F @
Ap 0
�L.
rn_
map74 par74
AREA=0.49 acres
Permit valid for REPAIR OE SEP l(' SYti I EM
ONLY, due to State and I.ucal sel tic variances.
Board of Ilealth review and ahl>roval i required for
any future additions/reno%ationsi;i eratinn. to
sewage facilities and/or structures/dwell ng.
Yarmouth llealth 0cpartm
APPROVED
0
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 41 -
ENGINEER
I_ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON NGVD DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF AO.2
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE,
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 6
LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. -41
10. EXISTING LEACH. TO BE PUMPED, CRUSHED AND REMOVED PER TITLE V.
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING
14. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPEC. )
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
FOR THE USE OF A GARBAGE GRINDER
39
40 qtt
�N�
nat4
WEST YARMOUTH
WILLOW S
LOCU`.
48 CHICKADEE LANE
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Of
J
J
W
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U
ff1
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LOCUS MAP
LOCUS INFORMATION
TITLE REF: BK 27257 PG. 068
PARCEL ID: MAP 074 PAR. 074
FLOOD ZONE: "C"
COMMUNITY PANEL: 250015-0003—C DATED:06/17/86
SEPTIC SYSTEM
37.6 REPAIR PLAN
LOCATED AT:
48 CHICKADEE LANE
WEST YARMOUTH, MA.
PREPARED FOR
FED NATIONAL MTG.
ASSOCIATION
NOVEMBER 17, 2013
EXIST. LEACH PIT
(NOTE 10)
SCALE: 1 " = 20'
� OF MASs��
y
DARN
E
N o. 1 40 "'
d ( 3
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
(508)362-2922
SHEET 1 OF 2 J#1529
LEGEND
gg �-
PROPOSED CONTOUR
179-81
PROPOSED SPOT GRADE
---98 — —
EXISTING CONTOUR
+ 96.52
EXISTING SPOT GRADE
W
EXISTING WATER SERVICE
TEST PIT
Yl V
STE.VE4 W
N No. 35791
SON -
EXIST. 1,000 GAL
SEPTIC TANK
GENERAL NOTES:
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS, EXCEPT AS NOTED BELOW:
-310CMR 15.405(1) (b):
1) A 0.76 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW 40
LEACHING TO BE 3.76 FT. BELOW GRADE VS. REQ'D 3 FT. (H20/VENT PROV.)
3_ THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
TDM = EL. 40.5
TOP OF FRONT STOOP
39
39.G
- vent
150.0 L.
F @
Ap 0
�L.
rn_
map74 par74
AREA=0.49 acres
Permit valid for REPAIR OE SEP l(' SYti I EM
ONLY, due to State and I.ucal sel tic variances.
Board of Ilealth review and ahl>roval i required for
any future additions/reno%ationsi;i eratinn. to
sewage facilities and/or structures/dwell ng.
Yarmouth llealth 0cpartm
APPROVED
0
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN 41 -
ENGINEER
I_ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON NGVD DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF AO.2
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE,
8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE 6
LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK. -41
10. EXISTING LEACH. TO BE PUMPED, CRUSHED AND REMOVED PER TITLE V.
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING
14. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPEC. )
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
FOR THE USE OF A GARBAGE GRINDER
39
40 qtt
�N�
nat4
WEST YARMOUTH
WILLOW S
LOCU`.
48 CHICKADEE LANE
0
Of
J
J
W
O
U
ff1
c�
c�
LOCUS MAP
LOCUS INFORMATION
TITLE REF: BK 27257 PG. 068
PARCEL ID: MAP 074 PAR. 074
FLOOD ZONE: "C"
COMMUNITY PANEL: 250015-0003—C DATED:06/17/86
SEPTIC SYSTEM
37.6 REPAIR PLAN
LOCATED AT:
48 CHICKADEE LANE
WEST YARMOUTH, MA.
PREPARED FOR
FED NATIONAL MTG.
ASSOCIATION
NOVEMBER 17, 2013
EXIST. LEACH PIT
(NOTE 10)
SCALE: 1 " = 20'
� OF MASs��
y
DARN
E
N o. 1 40 "'
d ( 3
MEYER & SONS, INC.
P.O. BOX 981
EAST SANDWICH, MA. 02537
(508)362-2922
SHEET 1 OF 2 J#1529
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
NOTE: MAGNETIC TAPE TO BE
PLACED OVER ALL COVERS FINISH GRADE SHALL NOT BE < EL:35.74
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK PROPOSED
D -BOX PROPOSED S.A.S.
T.O.F. EL.=40.0 INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL A 4" DIAMETER INSPECTION PORT OVER
OUTLET AND SET TO 6" OF FINISH GRADE SET TO 6" OF GRADE ONE CHAMBER (MIN.) AND SET TO 3' OF F.G.
14*
INSTALLED
LENGTH
AA
OF
F.G. EL.=39.1 t F.G. EL.=39.1 f F.G. EL:39.1 f F.G. EL: 39.50(MAX.) VENT
P��� MAx
y�
9" MIN COVER/
9.45"
f
D�R
R -'
36" MAX COVER =
L 10'
a S=1% (MIN.) EL.=36.94
_
L - 10'(MAX) INSTALL TWO INSPECTION PORTS (MIN.)
12.37"
y 0. 1140 "
0 S=1% (MIN.)
4"SCH40 PVC 4"SCH40 PVC
0 S=1% (MIN.)
4"SCH40 PVC
�I
6
SANITAR�P
14
10.75" To
INV.= 35.90
48" LIQUID INV.= 35.65
LEVEL
INVERT
INV.= 35.28
COUPLER DETAIL
{}�
PROPOSED
GAS BAFFLE 4 ROWS OF 5 UNITS ® 5'/UNIT = 25'/ROW
t t
D -BOX
'...' '.." .. "M",
' � INV.=35.55 DB -5
INV.=35.38
SOIL ABSORPTION SYSTEM (PROFILE
EXISTING 1.000 GALLON SEPTIC TANKS
EXISTING OUTLET
RESTORE VEGETATIVE COVER
BACKFILL WITH CLEAN PERC SAND
60"
TO TOP OF CHAMBERS
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
: `.•. z :' :.'."':
PIPE INVERTS PRIOR TO CONSTRUCTION BREAKOUT=TOP ELEV.=35.74
2) D -BOX SHALL BE SET LEVEL AND TRUE TO
INV. ELEV.= 35.28
GRADE ON A MECHANICALLY COMPACTED SIX
BOTTOM ELEV.= 34.41 EXISTING SUITABLE
INCH CRUSHED STONE BASE, AS SPECIFIED IN
2.88' MATERIAL
310 CMR 15.221(2) 5 MIN. ABOVE BOTTOM OF
3) REPLACE EXISTING 1,000 GALLON SEPTIC T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH = 4 x 2.88' = 11.52
TANK WITH 1500 GALLON SEPTIC TANK
(5.91' PROVIDED)
IF FAILED, DAMAGED, OR UNDERSIZED. ADJUSTED
GROUNDWATER EL.=28.50 -_
4) INSTALL INLET & OUTLET TEES W/ ZABEL
USE 4 ROWS OF 5 -ADS ARC 36HC (HD) UNITS
FILTER AND GAS BAFFLE AS REQUIRED
SEPTIC SYSTEM PROFILE
TYPICAL SECTION
16"
N.T.S.
n
SOIL LOG
DESIGN CRITERIA
DATE: NOVEMBER 6, 2013
NUMBER OF BEDROOMS: 3 BR DESIGN
SOIL EVALUATOR: DARKEN M. MEYER, R.S., CSE. #1614
SECTION 10.75"
INVERT
END CAP
WITNESS: PHIL RENAUD, YARMOUTH HEALTH
HEIGHT
SOIL TEXTURAL CLASS: CLASS I
DESIGN PERCOLATION RATE: 2 MIN/IN (USE LTAR .74GPD/SF)
Elev. TP- 1 Depth
ADS - ARC 36HC
CHAMBER (HD UNITS)
DAILY FLOW: 110 G.P.D/BR. DESIGN FLOW: 330 G.P.D.
39.0 0"
FILL
MODEL ARC 36HC
GARBAGE GRINDER: NO (NOT DESIGNED FOR GARBAGE GRINDER)
38.0 A 12"
LENGTH 63" NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT
SEPTIC TANK: 330 gpd x 200% = 660 gpd USE EXIST. 1,000 GALLON SEPTIC TANK
LOAMY SAND
EFFECTIVE LENGTH 60" TO CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY
tOYR 3/1
DIFFER
SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F.
37.75 B 15"
SIDE WALL HEIGHT 10.75"
LOAMY SAND
OVERALL HEIGHT 16"
DISTRIBUTION BOX: 5 OUTLETS (MINIMUM)
10YR 6/8
OVERALL WIDTH 34.5" gill
4640 TRUEMAN BLVD
PRIMARY S.A.S.
36.18 34"
C
IFICB 10.7 CF
HILLIARD, OHIO 43026
USE 4 ROWS OF 5 - ADS ARCHC 3616 HD UNITS -NO STONE
PERC ®EL. 34.67 MEDIUM SAND
CAPACITY ( ) 80.0 GAL ADVANCED
DRAINAGE SYSTEMS, INC.
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF CHAMBER)
2.5Y 6/4
PROPOSED SEPTIC
SYSTEM/SITE PLAN
(CHAMBERS: 4/ROW) 20 UNITS x 5.0 LF x 4.80 SF/LF = 480.00 SF28.501
4H CHICKADEE LANE,
WEST YARMOUTH, MA
TOTAL AREA = 480.00 SF
NO GROUNDWATER OBSERVED.
Prepared
for: FNMA
<2 MIN PER INCH IN C SOILS.
DESIGN FLOW PROVIDED: 0.74GPD/SF(480.00SF) = 355.20 GPD > 330
GPD req'd
Engineering by:
Surveying by:
SCALE
DRAWN
MEYER &SONS, INC.
Feller dr Assoc.
NTS
D.M.M.
* I, Darren M. Meyer, R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017
pOBOX 981
(508) 375-0735
DATE:
CHECKED
SHEET N0.
to conduct soil evaluations and that the above analysis has been performed by me consistent with the
EASTSANDWICH, MA 02537
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999.
11/17/13
D.M.M.
2 OF 2
508-362-2922