HomeMy WebLinkAboutEngineered Plans - 20141. TH15 PLAN 15 FOR THE INSTALLATION OF THE PROPOSED SEPTIC SYSTEM ONLY AND
PLACE MAGNETIC LOCATOR TAPE OR METAL 15 NOT TO BE USED TO ESTABLISH PROPERTY LINES, PINS, FENCES, HEDGES, ETC.
OBJECT AT D BOX, SEPTIC TANK CLEANOUT OR TO BE USED FOR ANY PURPOSE OTHER THAN ITS ORIGINAL INTENT,
PORT, AND INSPECTION PORT.
LOT 5 \ \ WET AREA LOT 5
25,015 SQ. FT. 25,015 SQ. FT. f
0.57 ACRESt \ 0.57 ACRES f SITTING BR BR
41.15 PERIMETER „ W �� p�--�/'f 641.15 PERIMETER ROOM
LIVING
BELOW
APPROAMA' ECQ5SP0CL LOCA71ON
PUMP, cRusN ANDJLL.. � y a BASEMENT
SECOND FLOOR
INSTALL 15' B 0' LEACH BED i \w
1 7 XS
INSTALL 4" PERFORATED PIPEINTO LEACH BED DOWN TOBED BOTTOM. PIPE TO HAVESCREW ON TOP AND BE WITHIN3" OF SURFACE. LOCATION/MAY VARY RELOCATE 6UILDING SEKTQ�RONT OF HOM
PROPOSED ADDITIO�/ALL COVERS TO BE WITHIN 6" TO GRADE NEW oo AL
INSTALL 15' BY 30' LEACH BED
X10
i
NOTE: SOILS IN THE LOCATION OF THE
NEW SEPTIC SYSTEM ARE TO BE /
CONFIRMED AT TIME OF CONSTUCTION
PAUL E. SWEE TSER /
PROFESSIONAL LAND SURVEYOR PLAN VIEW `
P.O. BOX 1146
DENNISPORT, MA 02639
(508) 394-4924
CIVIL ENGINEERING
ASSOCIATES
CIVIL ENGINEERS • LAND/SITE PLANNERS
PO BOX 91 6
0ENNIS, MA
Tel (413) 246-9804
SCALE: I"= 40'
A BM; TOP
4 GRATE
y6 yo g��� I�th Health Depaif `nr
C-1
VED
�y4
L/4Watme 4 Date
REMOVE ALL TOPSOIL AND 5UI5501L (A * B HORIZON) IN AREA BELOW
AND TO 5 FEET ON ALL SIDES OF PROPOSED LEACHING FIELD. PLACE
TITLE V SPECIFICATION FILL TO TOP OF PEA5TONE ELEVATION. REMAINING
FILL MAY BE ORDINARY 51TE FILL, SIMILAR TO EXIST. SOILS FOUND ON SITE.
DESIGNED BY: HORIZONTAL SCALE:
R. M. C I I "= 40'-0"
DRAWN BY: VERTICAL SCALE:
R.M.0 I NONE
CHECKED BY: DATE:
RMC,PE5 12/4/14
APPROVED BY: PROJECT NUMBER:
RMC 05-720
BASEMENT BELOW
KITCHEI
LIVING
DINING
FIRST FLOOR
CRAWL SPACE
CELLAR
FLOOR PLAN
LEGEND:
EXISTING CONTOUR
PROPERTY LINE
UTILITY LINE (W, G, E, ETC.)
0155ERV/PERC TEST HOLE
UL
NO.: DATE: REVISION PROPOSED SEWAGE DISPOSAL SYSTEM
PREPARED FOR: SHEET
NUMBER
BARBARA GARDINER
5G BLUE ROCK ROAD
YARMOUTH, MA55ACHU5ETT5 > of q
PLAN VIEW
N
�[ 6
Rom
wix ROCK ItOw s
LOCATION MAP
1. TH15 PLAN 15 FOR THE INSTALLATION OF THE PROPOSED SEPTIC SYSTEM ONLY AND
PLACE MAGNETIC LOCATOR TAPE OR METAL 15 NOT TO BE USED TO ESTABLISH PROPERTY LINES, PINS, FENCES, HEDGES, ETC.
OBJECT AT D BOX, SEPTIC TANK CLEANOUT OR TO BE USED FOR ANY PURPOSE OTHER THAN ITS ORIGINAL INTENT,
PORT, AND INSPECTION PORT.
LOT 5 \ \ WET AREA LOT 5
25,015 SQ. FT. 25,015 SQ. FT. f
0.57 ACRESt \ 0.57 ACRES f SITTING BR BR
41.15 PERIMETER „ W �� p�--�/'f 641.15 PERIMETER ROOM
LIVING
BELOW
APPROAMA' ECQ5SP0CL LOCA71ON
PUMP, cRusN ANDJLL.. � y a BASEMENT
SECOND FLOOR
INSTALL 15' B 0' LEACH BED i \w
1 7 XS
INSTALL 4" PERFORATED PIPEINTO LEACH BED DOWN TOBED BOTTOM. PIPE TO HAVESCREW ON TOP AND BE WITHIN3" OF SURFACE. LOCATION/MAY VARY RELOCATE 6UILDING SEKTQ�RONT OF HOM
PROPOSED ADDITIO�/ALL COVERS TO BE WITHIN 6" TO GRADE NEW oo AL
INSTALL 15' BY 30' LEACH BED
X10
i
NOTE: SOILS IN THE LOCATION OF THE
NEW SEPTIC SYSTEM ARE TO BE /
CONFIRMED AT TIME OF CONSTUCTION
PAUL E. SWEE TSER /
PROFESSIONAL LAND SURVEYOR PLAN VIEW `
P.O. BOX 1146
DENNISPORT, MA 02639
(508) 394-4924
CIVIL ENGINEERING
ASSOCIATES
CIVIL ENGINEERS • LAND/SITE PLANNERS
PO BOX 91 6
0ENNIS, MA
Tel (413) 246-9804
SCALE: I"= 40'
A BM; TOP
4 GRATE
y6 yo g��� I�th Health Depaif `nr
C-1
VED
�y4
L/4Watme 4 Date
REMOVE ALL TOPSOIL AND 5UI5501L (A * B HORIZON) IN AREA BELOW
AND TO 5 FEET ON ALL SIDES OF PROPOSED LEACHING FIELD. PLACE
TITLE V SPECIFICATION FILL TO TOP OF PEA5TONE ELEVATION. REMAINING
FILL MAY BE ORDINARY 51TE FILL, SIMILAR TO EXIST. SOILS FOUND ON SITE.
DESIGNED BY: HORIZONTAL SCALE:
R. M. C I I "= 40'-0"
DRAWN BY: VERTICAL SCALE:
R.M.0 I NONE
CHECKED BY: DATE:
RMC,PE5 12/4/14
APPROVED BY: PROJECT NUMBER:
RMC 05-720
BASEMENT BELOW
KITCHEI
LIVING
DINING
FIRST FLOOR
CRAWL SPACE
CELLAR
FLOOR PLAN
LEGEND:
EXISTING CONTOUR
PROPERTY LINE
UTILITY LINE (W, G, E, ETC.)
0155ERV/PERC TEST HOLE
UL
NO.: DATE: REVISION PROPOSED SEWAGE DISPOSAL SYSTEM
PREPARED FOR: SHEET
NUMBER
BARBARA GARDINER
5G BLUE ROCK ROAD
YARMOUTH, MA55ACHU5ETT5 > of q
PLAN VIEW
Pt`OFI LE
SCALE: NONE
LOAM AND SEED
FINISHED GRADE (2% MIN.)
12" MINIMUM COVER
2" MIN. OF 1/8" - 1/4" DOUBLE WASHED STONE
3/4" - 1 1/2" DOUBLE U S
WASHED STONE 0$W
G" MIN. 4" PERFORATED PVC PIPE (TYP.)
2.5' (TYP.) 5'-0" (TYP.) 5'-0"
,L'..2
�.},(i.::v:.,: �,•'.'.ry.�a: .e• moria+rR• =•." ••
LEACHING FACILITY
CROSS SE=CTION
SCALE: 1/2"= P-0"
2.5'
DESIGNED BY: HORIZONTAL SCALE: NO.: DATE: REVISION PROPOSED SEWAGE DISPOSAL SYSTEM
CIVIL ENGINEERING R.M.0 AS NOTED SHEET
P�,TL-1 OF Mq
ASSOCIATES DRAWN BY: VERTICAL SCALE: PREPARED FOR: NUMBER
RB
' G R.M.0 AS NOTED BARBARA GARDINER
CIVIL ENGINEERS • LAND/SITE PLANNERS F LI -4
v IL CHECKED BY: DATE: 56 BLUE ROCK ROAD
PO BOX 916 q 30026e YARMOUTH, MA55ACHU5ETT5
[DENNIS, MA 90� 9EGISTERRMC,PE5 1 2/4/ 14 ,2 OF Q
T@ I (4 1 3) 246-9804 SSS/ONAL ENG\ APPROVED BY: PROJECT NUMBER:
R.M.0 05-720 PROFILE AND CROSS SECTION
z
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0 di
Oi
Oi
LC) W
II
II
II
LU
II of
II
(]
?
z O 0z
O
Lu
W 1 W
W
W
W
z z
20 LF OF 4" PVC p m
40 LF OF 4" PVC
z
?
30 LF OF PERF. 4" PVC z
(1.2500
(1% MIN)
AT 0.5% SLOPE
FINISHED GRADE
FINISHED GRADE = 95.GO' MIN
Rt . i � - � ti-1i;.P�:`,•a''i. rr::<<'Ss`•: i.•'.iir}ti' t.r io:�` :"'i'.�ar;: +h^:.
1 500 GAL.-•T-•--�----
SEPTIC TANK
DISTRIBUTION BOX
15'X 30' LEACHING BED
2' MIN. LEVEL
BOTTOM OF BED
INVERT AT FOUNDATION
5' MIN. EL.= 93.56'
SEPARATION
= 95.30' MINIMUM
ADJUSTED HIGH GROUNDWATER AT EL. 55.5G'
Pt`OFI LE
SCALE: NONE
LOAM AND SEED
FINISHED GRADE (2% MIN.)
12" MINIMUM COVER
2" MIN. OF 1/8" - 1/4" DOUBLE WASHED STONE
3/4" - 1 1/2" DOUBLE U S
WASHED STONE 0$W
G" MIN. 4" PERFORATED PVC PIPE (TYP.)
2.5' (TYP.) 5'-0" (TYP.) 5'-0"
,L'..2
�.},(i.::v:.,: �,•'.'.ry.�a: .e• moria+rR• =•." ••
LEACHING FACILITY
CROSS SE=CTION
SCALE: 1/2"= P-0"
2.5'
DESIGNED BY: HORIZONTAL SCALE: NO.: DATE: REVISION PROPOSED SEWAGE DISPOSAL SYSTEM
CIVIL ENGINEERING R.M.0 AS NOTED SHEET
P�,TL-1 OF Mq
ASSOCIATES DRAWN BY: VERTICAL SCALE: PREPARED FOR: NUMBER
RB
' G R.M.0 AS NOTED BARBARA GARDINER
CIVIL ENGINEERS • LAND/SITE PLANNERS F LI -4
v IL CHECKED BY: DATE: 56 BLUE ROCK ROAD
PO BOX 916 q 30026e YARMOUTH, MA55ACHU5ETT5
[DENNIS, MA 90� 9EGISTERRMC,PE5 1 2/4/ 14 ,2 OF Q
T@ I (4 1 3) 246-9804 SSS/ONAL ENG\ APPROVED BY: PROJECT NUMBER:
R.M.0 05-720 PROFILE AND CROSS SECTION
12" MIN.
2" MIN. (TYP.)
REMOVABLE COVER
211
(TYP.)
( 1
5" DIA. INLET (PROVIDE INLET TEE
IF SYSTEM IS TO BE DOSED OR
SLOPE OF INLET EXCEEDS 0.08
FEET PER FOOT)
5" DIA. OUTLET
(TYP.)
N INLET TEE
Z2 s.• _ �O
G CRUSHED STONE BASE
COMPACTED SUB -BASE
P IZE C AST C O N C fZET E
171STtZIBUTION BOX
SCALE: I "= P-011
MIN, WALL THICKNESS:
3" W/ REINFORCING
4" W/O REINFORCING -
MIN. FLOOR THICKNE55:
3" W/ REINFORCING
4" W/O REINFORCING
G' -O" MIN.*
12" MAX. (fYP.)
=
F* MIN. INSIDE LENGTH TO WIDTH RATIO MUST
BE GREATER THAN OR EQUAL TO 1 .5: 1 I
1
L----------��J
REMOVABLE COVER
(TYP.-3)
4" MIN. x
r 3"IMIN. (TYP.) 20" MIN. MANHOLE
j (TYP.-3) s- G" MIN. (Tl'P.)
COMPACTED SUB -BASE
P IZE C AST C O N C IZET E
SEPTIC TANK
SCALE: 3/811= P -O"
MINIMUM REQUIREMENTS FOR D. BOX * TANK:
1. CONCRETE STRENGTH OF 4000 PSI AT 28 DAYS.
2. REINFORCING PER ASTM AG 15 FOR WIRE FABRIC,
GRADE 40 OR GO WITH I11 COVER.
DESIGNED BY: HORIZONTAL SCALE: NO.: DATE: REVISION PROPOSED SEWAGE DISPOSAL SYSTEM
�� n CIVIL ENGINEERING Vj\A OF Mq R.M.0 AS NOTED SHEET
[� ASSOCIATES CI DRAWN BY: VERTICAL SCALE: PREPARED FOR: NUMBER
R R R.M.0 A5 NOTED BARBARA GARDINER
CIVIL ENGINEERS • LAND/SITE PLANNERS A L
U CI IL N CHECKED BY, DATE: 5G BLUE ROCK ROAD
PO BOX 916 q 30026 YARMOUTH, MASSACHUSETTS 3 of Q
E)ENNIS, MA 9 RMC,PE5 12/4/14
Tel (413) 246-9804 ��SFCilSTER���'
S�ONAL EN APPROVED BY: PROJECT NUMBER: DIST. BOX & SEPTIC TANK DETAILS
R.M.0 05-720
OUTPUT ELEVATION
10" MIN.
2" MIN. TO
OUTLET TEE
TABLE
3" MAX.
BELOW
z_
o-
Lu
O
GAS BAFFLE
LIQUID DEPTH DEPTH OF OUTLET TEE
4 FEET
14 INGHES
5 FEET
9 INCHES
G FEET
24 INCHES
7 FEET
29 INCHES
i
8 FEET
34 INCHES
COMPACTED SUB -BASE
P IZE C AST C O N C IZET E
SEPTIC TANK
SCALE: 3/811= P -O"
MINIMUM REQUIREMENTS FOR D. BOX * TANK:
1. CONCRETE STRENGTH OF 4000 PSI AT 28 DAYS.
2. REINFORCING PER ASTM AG 15 FOR WIRE FABRIC,
GRADE 40 OR GO WITH I11 COVER.
DESIGNED BY: HORIZONTAL SCALE: NO.: DATE: REVISION PROPOSED SEWAGE DISPOSAL SYSTEM
�� n CIVIL ENGINEERING Vj\A OF Mq R.M.0 AS NOTED SHEET
[� ASSOCIATES CI DRAWN BY: VERTICAL SCALE: PREPARED FOR: NUMBER
R R R.M.0 A5 NOTED BARBARA GARDINER
CIVIL ENGINEERS • LAND/SITE PLANNERS A L
U CI IL N CHECKED BY, DATE: 5G BLUE ROCK ROAD
PO BOX 916 q 30026 YARMOUTH, MASSACHUSETTS 3 of Q
E)ENNIS, MA 9 RMC,PE5 12/4/14
Tel (413) 246-9804 ��SFCilSTER���'
S�ONAL EN APPROVED BY: PROJECT NUMBER: DIST. BOX & SEPTIC TANK DETAILS
R.M.0 05-720
GENERAL NOTES
CONSTfZUCTION NOTES
DESIGN CALCULATIONS
I .
ALL UNDERGROUND UTILITIES (WATER, GAS, ETC.) SHOWN ON
I .
INSTALL ONE (1) NEW 1500 GALLON PRECAST CONCRETE SEPTIC TANK
ESTIMATED SEWAGE FLOW:
THI5 PLAN ARE APPROXIMATE ONLY. AS REQUIRED BY STATE
WITH A MINIMUM CONCRETE COMPRE551VE STRENGTH OF 4000 PSI
TYPE OF ESTABLISHMENT: Family Dwelling, Single UNIT: per bedroom
LAWS, THE INSTALLER MUST CONTACT "DIG-SAFE' (1-800-
AT 25 DAYS MEETING THE REQUIREMENTS SHOWN IN SEPTIC TANK
DIGSAFE) THREE BUSINESS DAYS PRIOR TO ANY DIGGING.
DETAIL. TANK MUST ALSO BE PLACED ON A LEVEL STABLE BASE THAT
NUMBER OF UNITS: 3 REQUIRED FLOW PER UNIT: 110 GPD/UNIT
2.
ALL WORK * MATERIALS SHALL CONFORM TO THE STATE
HAS BEEN MECHANICALLY COMPACTED.
EXISTING OR PROPOSED GARBAGE GRINDER?: NO
ENVIRONMENTAL CODE, TITLE 5 (3 10 CMR 15.00) PLUS ALL
2.
CONTRACTOR MUST HAVE PROPERTY LINE LOCATIONS VERIFIED PRIOR TO
OTHER BOARD OF HEALTH REGULATIONS APPLICABLE TO THE
INSTALLATION OF SEPTIC SYSTEM.
3 BEDROOMS x I I 0 GPD/BEDROOM = 330 GPD
INSTALLATION OF THIS SYSTEM.
3.
ALL PIPING DOWNSTREAM OF THE 5EPTIC TANK SHALL BE SCHED 40 PIPE
FERC *- SOIL DATA:
3.
THE INSTALLER SHALL VERIFY LOCATION OF PROPERTY LINES AND ALL
SEWER PIPE. THE INSTALLATION SHALL CONFORM TO THE REQUIREMENTS
PERC RATE: 2 MIN./INCH SOIL CLASS: I
SITE CONDITIONS * DIMENSIONS PRIOR TO THE INSTALLATION OF
OF ASTM STANDARD D232 I .
5
THE SEWAGE DISPOSAL SYSTEM. THE ENGINEER SHALL BE NOTIFIED
4.
INSTALL ONE (1) NEW PRECAST CONCRETE DISTRIBUTION BOX MEETING
501L TEXTURE: EFFLUENT LOADING RATE: .74 GPD/SF
IMMEDIATELY UPON THE DISCOVERY OF DIFFERING CONDITIONS
THE REQUIREMENTS SHOWN IN DISTRIBUTION BOX DETAIL.
VOLUME OF SEPTIC TANK:
BETWEEN THE REQUIREMENTS OF THI5 PLAN AND THE SITE.
5.
INSTALL ONE (1) 15'15Y 30' LEACH BED AS SHOWN ON PLAN. REFER
330 GPD x 2 (200% OF DESIGN FLOW) = 660 GPD; .'. USE 1500 GALLON
4.
THE ELEVATIONS SHOWN ON PLAN ARE BASED ON A TEMPORARY
TO PROFILE FOR REQUIRED ELEVATIONS.
SEPTIC TANK
BENCH MARK (TBM) VALUE AS ESTABLISHED BY THE ENGINEER,
G.
LINES OUT OF DISTRIBUTION BOX SHALL BE LEVEL FOR A MINIMUM OF
LEACHING AREA REQU I REMENT5:
REFER TO PLAN FOR LOCATION OF TBM AND GIVEN DATUM VALUE.
TWO FEET AND SHALL HAVE A SLOPE OF 0.005 BEYOND THE MINIMUM
5.
AT NO TIMES SHALL HEAVY CONSTRUCTION EQUIPMENT OR TRUCKS
TWO FEET.
MIN. REQUIRED LEACHING AREA: (330 GPD) / (0.74 GPD/51') x 1.0* = 44G 5F
PA55 OVER ANY PART OF THE SEWAGE DISPOSAL SYSTEM. IF THE
7.
4" END CAPS SHALL BE INSTALLED ON ALL 4" DISTRIBUTION LINES.
51DEWALL CAPACITY: NONE, LEACHING BED USED
INSTALLER REQUIRES CRO55-OVER5, THE ENGINEER MUST BE NOTIFIED.
8.
REMOVE ALL TOP501L AND SUBSOIL (A * B HORIZON) IN AREA BELOW
BOTTOM CAPACITY: 0.74 GPD/5F x 15' WIDE x I' LENGTH = 1 1. 1 GPD/LF
G.
A MINIMUM OF 24 HOURS NOTICE MUST BE GIVEN TO THE ENGINEER
AND TO 5 FEET ON ALL SIDES OF PROPOSED LEACHING FIELD. PLACE
TOTAL CAPACITY PER LINEAR FOOT: 0.0 GPD/LF + 1 1. 1 .00 GPD/LF = 1 1. 1 GPD/LF
PRIOR TO ANY INSPECTIONS OF THE SEWAGE DISPOSAL SYSTEM.
TITLE 5 5PECIPICATION FILL TO TOP OF PEASTONE ELEVATION. REMAINING REQUIRED LENGTH OF LEACHING FACILITY: (330 GPD) / (1 1. 1 GPD/LF) x 1.0* _
FILL MAY BE ORDINARY 51TE FILL, SIMILAR TO EXIST. SOILS FOUND ON SITE. 29.7 LF, 30
7.
THE SYSTEM SHALL BE LEFT OPEN FOR AN INSPECTION BY THE ENGINEER
.U5E
AND THE BOARD OF HEALTH AGENT AND WILL NOT BE BACKFILLED UNTIL
A CERTIFICATE OF COMPLIANCE HAS BEEN ISSUED.
DEEP OBSERVATION HOLE # I DEEP OBSERVATION HOLE #2
TOTAL LEACHING AREA: 0 + { 15' X 30') = 450 SF > 44G 5F (OK}
450 SF X .74 GPD/SF = 333 GPD
EL. 92.02' 0" _ EL. 92.04' O"
'(1.0 FOR NO GARBAGE GRINDER; 1.5 WITH GARBAGE GRINDER)
SL A
9" 91.27' SL A 14"
90.87'
L5 BW L5 BW
} %
171
90.60' 241
90.04'
well
ADJUSTED HIGH GW
Q', 7
83.44'
+ 3.G'= 87.04' ADJUSTED -TTGH GW S C I
S
C 84.96' 88.56
' '=
f
GW @
85.79'
GW @ — 85" FS C2
— 103" ELEV:84.9G'
NOTES:
9G
ELEV: 83.44'/ 103 83 44,
84 04 1. 501L EVALUATIONS PERFORMED BY JILL CAFARELU
/
2. SOIL EVALUATIONS WITNESSED BY HEALTH AGENT
PERC. DEPTH =MIN./INCH
PERC. RATE = 2 MI
3. SEE ATTACHED 501L EVALUATION SHEET FOR ADDITIONAL INFORMATION.
DESIGNED BY:
HORIZONTAL SCALE:
NO.: DATE: REVISION
PROPOSED SEWAGE DISPOSAL SYSTEM
CIVIL ENGINEERING
°F Mq
R.M.0
NONE
SHEET
�
`�"
PREPARED FOR:
NUMBER
ASSOCIATES
?'°y
ROBE T
DRAWN BY:
R.M.C.
VERTICAL SCALE:
NONE
BARBARA GARDINER
CIVIL ENGINEERS • LAND/SITE PLANNERS
F LI
cn
/^
56 BLUE ROCK ROAD
CHECKED BY:
DATE:
PO BOX 916
C
3 26
YARMOUTH, MA55ACHU5t�"T"T5
Q OF Q
TENNIS, MA
��c9F-/ ��Q
RMC,PE5
12/4/14
Tel (41 3) 246-9804
TER��
1SS�oNAL �NG��
APPROVED BY:
PROJECT NUMBER:
NOTES & DESIGN CALCULATIONS
R.M.0
05-720