HomeMy WebLinkAboutEngineered Plan - 2018w
Ofss9� 98,76
DA E PO 98,73
\ N 1
'�° P 98,701-1 AHI TARtt`� G �
VY /
98.59 13 �� z
,\�5
-&98.80 e� 60 \� t tae
PO��g 33
UP/4,k 9 ,68
1`1 1 '10 99.62 o
\ 01 � 00 4 0
Benchmark set \. 98.72
Edge 1- — - — o -
PK Nail set in drive
El. =100.00 (assumed) 0'-
- \
LEGEND
PROPOSED CONTOUR
®PROPOSED SPOT GRADE
-- 98 -- EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE
W— EXISTING WATER SERVICE
TEST PIT
Lots 1 & 2
25,149± S
0.58± AC.
Map 49
Parcel 97
\ a 100.39_ EXIST. 1,000G 00,19 \�3 \
\ 100 ,9,77 SEPTIC TANK p \\
\ 100.22 SEP , yr
\ I� C❑V PROP. 1,000G �' \ \
SEPTIC TANK �a�'.'
00.25 x 100,18
100,,15
x A099,99
100,45 \ 1�0 57
\ x. .. Existing Leach its
\ 100,73 (See Note 0)
\ 100,62 2FT-OAK
\ 100,58 2FT-❑AK
\
56 1FT-OAK , 3 O
X 100.91 \\ !, 100.97 TP O
1�. V . ABUT \ 2FT-OAK O X 100.7
\ 3 !
\ X 100,60
F. \ 1'00.00 i° W
\\ 100,59 S 1.12'00
X' 100.28
X 100.22
EXISTING FLOOR PLAN
WEST YARMOUTH
GENERAL NOTES:
LOCU S
LOCUS MAP N.T.S.
Yarmouth Health Department
PR ED
0aine Date
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.
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
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
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 LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
10. EXISTING LEACHPITS TO BE PUMPED, CRUSHED AND FILLED PER TITLE V.
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PIAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY
13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING
14. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPECIFIED OTHERWISE)
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
FOR THE USE OF A GARBAGE GRINDER
16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
316/318 WINSLOW GRAY ROAD, W. YARMOUTH, MA
Prepared for: B & B Excavation
Engineering by: Surveying by: SCALE DRAWN JOB. NO.
DARRENM. MEYER, R . Terry ��, p� 1"=20' DMM
PO sox set
EAST SANDWICH, MA 02537 (ce) 432-8309 DATE: CHECKED SHEET NO.
508-3W-2922 02/27/18 DMM 1 of 2
98.60 /
\^�� 100,20
00.42 99,88
�
\
101.090
\
a
\\98,27
/ \ 99,41 , �
318
100.26
►_�
/ \ 00,77
TOFF -102.08
99,98
m
10 #316
(Assc%i\ned)
100,39
1J 60�06•Ar
100 00
/ \\PK/SE E
99.9 \a
�
\
x a
99"
�0 \ �<
1
Lots 1 & 2
25,149± S
0.58± AC.
Map 49
Parcel 97
\ a 100.39_ EXIST. 1,000G 00,19 \�3 \
\ 100 ,9,77 SEPTIC TANK p \\
\ 100.22 SEP , yr
\ I� C❑V PROP. 1,000G �' \ \
SEPTIC TANK �a�'.'
00.25 x 100,18
100,,15
x A099,99
100,45 \ 1�0 57
\ x. .. Existing Leach its
\ 100,73 (See Note 0)
\ 100,62 2FT-OAK
\ 100,58 2FT-❑AK
\
56 1FT-OAK , 3 O
X 100.91 \\ !, 100.97 TP O
1�. V . ABUT \ 2FT-OAK O X 100.7
\ 3 !
\ X 100,60
F. \ 1'00.00 i° W
\\ 100,59 S 1.12'00
X' 100.28
X 100.22
EXISTING FLOOR PLAN
WEST YARMOUTH
GENERAL NOTES:
LOCU S
LOCUS MAP N.T.S.
Yarmouth Health Department
PR ED
0aine Date
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.
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
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
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 LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
10. EXISTING LEACHPITS TO BE PUMPED, CRUSHED AND FILLED PER TITLE V.
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PIAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
AND IS NOT TO BE CONSIDERED A PROPERTY UNE SURVEY
13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING
14. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPECIFIED OTHERWISE)
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
FOR THE USE OF A GARBAGE GRINDER
16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
316/318 WINSLOW GRAY ROAD, W. YARMOUTH, MA
Prepared for: B & B Excavation
Engineering by: Surveying by: SCALE DRAWN JOB. NO.
DARRENM. MEYER, R . Terry ��, p� 1"=20' DMM
PO sox set
EAST SANDWICH, MA 02537 (ce) 432-8309 DATE: CHECKED SHEET NO.
508-3W-2922 02/27/18 DMM 1 of 2
ELEV. TOP
FOUNDATION
(Existing)
= 102.08 -
\ F.G.EL 100.40 F.G.EL: 100.0
1� TEE'S ARE TO BE
4' SCH 40 PVC
SAE
EXIST. OUTLET EXIST. 1,000 GALLON SEPTIC TANK
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING
PIPE INVERTS PRIOR TO CONSTRUCTION
2) ALL NEW COMPONENTS SHALL BE SET LEVEL AND
TRUE TO GRADE ON A MECHANICALLY COMPACTED
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN
310 CMR 15.221(2)
3) INSTALL INLET & OUTLET TEES W/
GAS BAFFLE AS REQUIRED
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS
INSTALL RISERS W/IN 6' OF FINISH GRADE ON ALL COVERS
FINISHED GRADE (100.8)
F.G.EL: 100.0 F.G. EL: 100.8 INSTALL RISERS WAN 3' OF FINISH GRADE
DOM MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
2" OF 3/8" DOUBLE WASHED7
_ _
EL= 26.6 `•= STONE OR FILTER FABRIC DOUBLE WASHED SiOt
D 4" SCH 40 PVC
INV.14 - - -
EL= 98.56 TEE'S ARE TO BE 6"
98.66 +" SCH 40 PVC If
INV. INv2' EFF. DEPTH
EL= 98.31 EL.= 98.0 .
= 97.80 4,
l PROPOSED DB -3
PROPOSED 1,000 GALLON SEPTIC TANK H-20 DISTRIBUTION BOX
INV. ELEV.= 97.50
TOP CONC. ELEV.= 98.50
INV. ELEV.= 97.50
SEPTIC SYSTEM PROFILE
DESIGN CRITERIA
NUMBER OF BEDROOMS: 2 FAMILY/2BR PER SIDE = 4 TOTAL BEDROOMS
DESIGN FLOW: RESIDENTIAL: 4 BEDROOMS ® 110 GPD/BR = 440 GPD
DESIGN PERCOLATION RATE: <2 MIN/IN SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
GARBAGE GRINDER: No (not designed for garbage grinder)
SEPTIC TANK: 440 gpd x 20095 = 880 gpd USE (2) TANKS (1,000 EXISTING/1,000 PROP.) IN SERIES
**meets 2 compartment tank requirement**
DISTRIBUTION BOX: USE (H20) DB -3 DBOX
LEACHING AREA REQUIRED: (440)/0.74 = 594.59 S.F.
USE THREE (3) 500 GALLON PRECAST LEACH CHAMBERS
W/ 4' STONE ON ENDS AND 4' ON SIDES: 33.5' L x 13' W x 2'D
BOTTOM AREA: 33.5 x 13 = 435.5 SF
SIDE AREA: (33.5 + 13) X 2 X 2 = 186 SF
TOTAL SQUARE FEET PROVIDED = 621.5 vs. 594.59 REQ'D
DESIGN FLOW PROVIDED: 0.74(621.5 S.F.) = 459.91 G.P.D. vs. 440 G.P.D. req'd
BOTTOM EL.= 95.50
SEPARATION 6.67 FT.
BOTTOM OF TESTHOLE EL: 88.83
aaa® 10116100
aaaati3 eases
�a���aa®aaa
t7fr3aati3®eases
3X8.5' 1_ 4'
EFFECTIVE LENGTH = 33.5'
BREAKOUT
ELEV.= 98.50
as
aaa
4" 5 FT. 4'
EFFECTIVE WIDTH = 13'
SOIL ABSORPTION SYSTEM (SECTION)
(500 GALLON LEACH CHAMBER)
SOIL LOGS
DATE: AUGUST 9, 2007
SOIL EVALUATOR: DARREN MEYER, R.S., CSE
WITNESS: AMY VONHONE, YARM B.O.H OF
Elev. TP -1 Depth D RREN M.
100.83 0" M YE
LOAMY SAND 1 4
1OYR 4/1
99.83 B 12" ST
LOAMY SAND
1OYR 6/6
97.50 C 40"
FINE -
MEDIUM
PERC O EL 45.2 SAND
2.5Y 6/4
88.831 144"
PERC RATE <2 MIN/IN. (*Cl* HORIZON)
NO GROUNDWATER OBSERVED
• I, Darren M. Meyer, RS., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017
to conduct so11 evaluations and that the above analysis has been performed by me consistent with the
requirements of 310 CMR 15.017. 1 further certify that i have passed the Soil Eval. Exam in October, 1999.
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
316/318 WINSLOW GRAY ROAD, W. YARMOUTH, MA
Prepared for: B & B Excavation
Design and Topographic Plan by: SCALE DRAWN DATE
MEYER & SONS, INC. N.T.S. DMM 02/27/18
PO BOX 981
E4STSANDWICH,MA02537 REV. DATE CHECKED SHEET NO.
508-3822922 DMM 2 of 2
OF M � 98,76
-OOFMASS yak
D REN M. s P� LEGEND
TERRY GAF
EYE � 0 98.73
ANN N ` en
Q PROPOSED CONTOUR
8 WARNER No. 1140, `
� ® PROPOSED SPOT GRADE
No. 38721 S ST
No. ,j,� � � 98,70 --98--
15�`�NITAR�P� " G� , — 98 -- EXISTING CONTOUR
i + 96.52 EXISTING SPOT GRADE
O�
��� 98 59 o W— EXISTING WATER SERVICE
! -&98180 ,est ® TEST PIT
UP/4� V �' 04'fo 60. / 33 9 ,68
f � ' 99,62-o
.\ o n
e 1pp.0
Benchmark set 98,72 Ed9
PK Nail set in drive
-I 110,0
D.=100.00 (assumed)
0,y'
00,42
98,60
\S- 100,20
99,88
//
101,09
\
,�
98,27
\ 99,41
100,26 �,
N
, p
10 �OOJ7
#316
T04-102.08
(Ass�ed)
100,39 99,98
60 t,9 ' / I/--\
� ,06- r
.11 100.00
\PK/SE E
, o
C"Ilz
T
\\
99,9
X fl
Cb
991
-10
10'/4 0
Lots 1 & 2
25,149± S.F.
0.58± AC.
Map 49
Parcel 97
\\ °0 100,39_ 100,52 x 100,19�p : \
\ 100,22 100
9,77 0 m
\ (EP COV
00,25 X 100,18 100,15 4009.99
100,45 \\ 00,57 x
Existing Leach its
\ 100,73 (See Note 0)
\ 100,6 2FT-OAK
\ 100,58 2FT OAK
\ •100,39 x 1
5
6 x 100,91 \ x: 1FT-OAK 100 0 0 0) 25
\fb 100,97 0
."-/ v. ABUT \ 2FT-OAK 0 �p x 100,7
\ x 100,60 100,77 ,
\•
\ p000„ W
. • \ 100,59 S �� •� 2
X' 100,28 \ �/
x 100.22
EXISTING FLOOR PLAN
rnS MAP N.T.S.
GENERAL NOTES:
a 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.
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
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
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. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
10. EXISTING LEACHPITS TO BE PUMPED, CRUSHED AND FILLED 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 SPECIFIED OTHERWISE)
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
FOR THE USE OF A GARBAGE GRINDER
16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
316/318 WINSLOW GRAY ROAD, W. YARMOUTH, MA
Prepared for: Tim Wacauliffe
Engineering by: Surveying .by: SCALE DRAWN JOB. NO.
DARReNM. MEYER, R.S. Ter,7 A. Verner, PZ5 1"=20' DMM
PO BOX 981
EAST SANDWICH, IM 02537 (508) 432-8309 DATE: CHECKED SHEET NO.
508-3&22922 09/06/07 DMM 1 of 2