HomeMy WebLinkAboutEngineered Plan - 2007SOIL TEST PIT DATA:
DATE:
4/11/07
TEST BY:
THE BSC GROUP, INC.
WITNESSED BY:
AMY VON HONE
PERC. RATE:
2 MIN./INCH
SOIL EVALUATOR
MARK DIBB
SOIL CLASS:
1
L.T.A.R.
0.74 G.P.D./SQ.FT.
TEST PIT #1
GRD. EL. 77.0
EST. HIGH GW. 67.0
60"
MEDIUM SAND
1OYR 7/4
NO G.W.
APRIL 11, 2007
SEPTIC TANK DETAIL: 1,500 GALLON
1
i NOT TO SCALE
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON,
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
TEES TO BE CENTERED UNDER MANHOLE COVER.
2. SEPTIC TANK TO WITHSTAND H-10 LOADING
HIGH GROUNDWATER COMPUTATION UNLESS UNDER PAVEMENT, DRIVES OR
BASED ON TP#1 TRAVELED WAYS, WHEREIN H-20 LOADING
SHALL APPLY.
3. ALL PIPE CONNECTIONS AND CONCRETE
lot DEPTH TO BOTTOM OF HOLE 10.0' 2-24" DIA CONCRETE MANHOLES
- -- CONSTRUCTION SHALL BE WATERTIGHT
FIN
0"
EL = 67.0 - ' 1
INDICATES
y_ ESTIMATED
SEASONAL HIGH
GROUND WATER
INDICATES
OBSERVED
GROUND WATER
RR
INDICATES
PERC.
TEST
INDICATES
UNSUITABLE
MATERIAL
W/ METAL HANDLES BROUGHT
4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE
MORTAR. TEE TO BE UNDER 12" MIN.
M.H. OPENING COVER
RAISE M.H W/
6" SEWER BRICK
10'-0" & MORTAR „
NORMAL WATER LEVEL 12
Icy- L 3"
PRECAST SEPTIC TANK 10" 14"
INLET TEE
5'-2"
PLAN VIEW
DISTRIBUTION BOX DETAIL: NOT TO SCALE
NO. OF OUTLETS 5
FINISHED GRADE
REMOVABLE2"
CONCRETE COVER
i LOAMY SAND
WALLS
10YR42
1�
B
LOAMY SAND
WITHIN 6" OF GRADE
1 4/6
2•
EL = 75.0
2
60"
MEDIUM SAND
1OYR 7/4
NO G.W.
APRIL 11, 2007
SEPTIC TANK DETAIL: 1,500 GALLON
1
i NOT TO SCALE
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON,
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
TEES TO BE CENTERED UNDER MANHOLE COVER.
2. SEPTIC TANK TO WITHSTAND H-10 LOADING
HIGH GROUNDWATER COMPUTATION UNLESS UNDER PAVEMENT, DRIVES OR
BASED ON TP#1 TRAVELED WAYS, WHEREIN H-20 LOADING
SHALL APPLY.
3. ALL PIPE CONNECTIONS AND CONCRETE
lot DEPTH TO BOTTOM OF HOLE 10.0' 2-24" DIA CONCRETE MANHOLES
- -- CONSTRUCTION SHALL BE WATERTIGHT
FIN
0"
EL = 67.0 - ' 1
INDICATES
y_ ESTIMATED
SEASONAL HIGH
GROUND WATER
INDICATES
OBSERVED
GROUND WATER
RR
INDICATES
PERC.
TEST
INDICATES
UNSUITABLE
MATERIAL
W/ METAL HANDLES BROUGHT
4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE
MORTAR. TEE TO BE UNDER 12" MIN.
M.H. OPENING COVER
RAISE M.H W/
6" SEWER BRICK
10'-0" & MORTAR „
NORMAL WATER LEVEL 12
Icy- L 3"
PRECAST SEPTIC TANK 10" 14"
INLET TEE
5'-2"
PLAN VIEW
DISTRIBUTION BOX DETAIL: NOT TO SCALE
NO. OF OUTLETS 5
FINISHED GRADE
REMOVABLE2"
CONCRETE COVER
TO
WALLS
NOTES:
COVER � ;
WITHIN 6" OF GRADE
2•
LOAM
1. DIST. BOX TO WITHSTAND H-10 LOADING
DISTURBED AREAS
I
-r-
'j-
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS WHEREIN H-20 LOADING
COMPACTED FI L
36" MAXIMUM,12"MINIMUM
15"
SHALL APPLY.
6» 5, 5" OUTLETS
+
8"
2. PROVIDE INLET TEE OR BAFFLE WHERE
3" LAYER
SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
Q
0
IN PUMPED SYSTEM
30`b�C r�G e o oe o 4 00 0 oea `boC T
��' ���� �a°"`� 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST.
4' BOTTOM ON LEVEL
STABLE BASE 6" MIN. 3/4" TO BOX TO BE LAID LEVEL.
CROSS-SECTION 1 1/2" CRUSHED 4. ALL PIPE CONNECTIONS AND CONCRETE
STONE BASE CONSTRUCTION SHALL BE WATERTIGHT.
5'-1"
4 -0 MIN. ounceD ON 5'-8„ 15 1/2"
Z LIQUID DEPTH (GAS oONIRa.) �-
5'-8"
1 N r'
6" MIN. 3/4' TO
1 1/2" STONE
BOTTOM ON LEVEL STABLE BASE
CROSS-SECTION VIEW
30 1/2"
PRECAST DIST.
BOX
171/-2.
PLAN VIEW
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR
j
LEACHING DETAIL: NOT TO SCALE
3 -'
4" PVC 4.0'
PIPE 0°°° 0 00 000 0,00 0 00 0000 0 00 0 0 0 0
000 00 0 0 00 00 0 00 00 0 0 00000000
o T
0 500 GALL LEAC TNG DRYWELLS o0 1
0 0
- O O °° 56" 84"
00
o° °
10
0 0
00 00 0 000 0 00 01000,V00 00 000 00 00 0 0 0°
0 0 0 0 In 0 0 0 0 0 0 0° 0 0 0 0 0 0°° 0 0 O 0°
40.0'
PROFILE: NOT TO SCALE 1 DATUM:I
0OFA/gS
EL.=A VERTICAL DATUM: ASSUMED ��' I o�� MARK D.S9c�N i DESIGN CRITERIA:
TOP FOUNDATION FIRST PIPE LENGTH 1 i I DIBB
CONCRETE COVERS TO WITHIN7TO BE SET LEVEL BENCH MARK SET: HYDRANT TAG BOLT
EL.= 78.3 6" OF FINISHED GRADE. FOR MIN. 2' i / 0 CIVIL � I DESIGN FLOW:
' / tlo' 4: " 7 3 110 330
FINISH � ELEVATION 80.10 � � ^ / � ��, A
F; BEDROOMS AT G.P.B./D G.P.D.
CLEANOUT 4" PVC SCH 40
scH 40 4 PVC scH 40LEACHING OCHoAM�BERG /�9REQUIRED SEPTIC TANK:
25' 25' 10 0 0 0 0 BENCHMARK / I
=B I=D 1=G 0 0 0 Co 0 0 0 0 0 0 i HYDRANT TAG BOLT I / y� y/LO, j =
I v 330 X 200% 660 GAL.
I=C I=E H ELEV 80.10 ASSUMED / �/ I SEPTIC TANK PROVIDED: = 1500 GAL.
5 OUTLET 1=F //'
SEPTIC TANK DIST. BOX 5.1 SEPARATION ;
J EST. HIGH GROUNDWATER ` , i <4� U-)� �j 1_"1i I SIZE OF LEACHING FACILITY REQUIRED.
DESIGN PERC. RATE: <2 MIN./ INCH
�?SoO LONG TERM APPL. RATE 0.74 G.P.D/S.F.
O M \N /�� / �/ / I
INVERT ELEVATIONS: ��� �� 13' �' TWO RISERS // I 330 GPD 0,74 GPD/SF = 446 S.F.
" / \
E � / 5 TO WITHIN 6
OF GRADE / \
TOP OF FOUNDATION 79.30 A �� \ J SIZE OF LEACHING FACILITY PROVIDED:
.> / 1/ /
4 INVERT AT BUILDING 75.35 B REPLUMB EXISTING USE C4> 500 GALLON C❑NC,
4" INVERT AT SEPTIC TANK (IN) 74.85 C OI1
LEACHING CHAMBERS 7'X2'X40'
/
" 74.60 D / TP#1 �. / / / 1500 GALLON
4 INVERT AT SEPTIC TANK (OUT) �� P I / $� �/ / SEPTIC TANK \ I
4" INVERT AT DIST. BOX (IN) 74.37 E ��� \0,01
I �7 / /� ^/J/ / \ �'' I SIDEWALL-= 2C7+40') X 2' = 188
" 74.20 F �' \ � �\ 1.-,(�S�C y/ % / / \ 1 BOTTOM 7' X 40' = 280
4 INVERT AT DIST. BOX (OUT) \ P /// ��,� / /� r7��/ �\ I 468S.F.
.000
<a 68 S,1- x 0,74 Gr D/SF = 34 6 G P D -
..,
($J a D BOX �' r
INVERTS AT LEACHING FACILITY: �+ / ,� c�2 /// j < (S�
\ / / i ♦ �i /10.0 \ 1
4 INVERT AT LEACHING CHAMBER 74.1 G BREAKOUT 74.6 /! 1 �\
BOTTOM OF LEACHING CHAMBER 72.1 H i \ ��� /� / �f PROPOSED
_ _ / � 7X40 S.A.S. 10.0
ADJUSTED GROUNDWATER �� / I?
/ BOTTOM OF HOLE 67.0 J
O
S EXISTING 1983
S.A.S TO REMAIN WG Z LOCUS INFORMATION
VARIANCES REQUESTED: ��
Al / \
\ �� '. / CURRENT OWNER: HARRIETT L. SUTHERLAND, TR
TITLE V: SECTION 15.211: (1) TO ALLOW LEACHING SYSTEM TO BE 5' OFF O G
BASE. .� TITLE REFERENCE: DEED BOOK 8561, PAGE 80
THE FRONT PROPERTY LINE IN LIEU OF 10'. EXIST. -INV
=72.4��% / h, PLAN REFERENCE: PLAN BOOK 95, PAGE 41
EXISTING REPLUMB " 0. - -- OHW ASSESSORS MAP: 60
\ O / INTERIOR �� I _._----- OHW OH
TITLE V: SECTION 15.211: (1) TO ALLOW SEWER LINE EXITING BUILDING TO BE I ��, \ ;A, 1 STORY �` OHw PARCEL: 51
\ o �' WOOD DWELLING TO INV -75.35
W
4' FROM WATER LINE IN LIEU OF 10'. I \ \ -c>r GAS EXISTING I � ZONING DISTRICT: R-40
i 1 A \ O O�` FF=80.3 EXIST. INV r
TOF=79.3 =77.4 MEJER CONCRETE SETBACKS: FRONT 30'
I \ 4i 6 -6 FULL /
/ DRIVE SIDE 20
/ '
REAR 20
I < \ < < :FOUNDATION
1 m % // � � li,� �/� o -.4\ x`-80 i MINIMUM LOT SIZE: 40,000 S.F.
LP/
\ O \s EXIST. INV y,� ��l \
\ \ =77.3//�� 1 �� EXISTING LOT AREA: 11,832t S.F.
FLOOR PLAN \ \ p OVERLAY DISTRICT: APD
\ �O \ O SEASONAL �v �r1'� -
\ 'O/ PORCH NITROGEN SENSITIVE
\ OT\ CONCRETE �EXISTING / ON SLAB // C; ((��� �� ,�� / ao ZONE: YES - ZONE II
\ v\ <� DRIVEWAYS FEMA FLOOD
BEDROOM LIVING ROOM/<\\ �' > ,\gr
/� O, ZONE DISTRICT: "C" 6/17/86
GREAT ROOM 8 i
#2 DINING 4.
_p\\ EXIST. INV �� S // PANEL #250015 0004 C
FLAT ROOF MASTER 13,8' \ EXISTING 77.5 /
BEDROOMCr
BATH BATH BEDROOM \ \\ SLAB RAGS 2 / 56.55 LOCUS PLAN. NO SCALE z
#3 KITCHEN \
\ / FLAT ROOF
7.6' o
S �` �A 3
D
SEASONAL PORCH Q I ' % %a i • z
FIRST FLOOR + Q \ / / i LOCUS y
#56 O,\ 1 #21 L
LAKELAND � INDIAN N
j AVENUE MEMORIAL DRIVE
ASSESSORS MAP 60 \ REPLUMB OUTLET PIPES LOCUS
f \ AS SHOWN (LICENSE ASSESSORS MAP 60
BATH
GARAGE UNFINISHED BASEMENT LAUNDRY
BASEMENT FLOOR INTERIOR LAYOUT PER OWNER
�, PARCEL 52 �
i
NOTE:
EXISTING LAUNDRY AND BATHROOM IN
UNFINISHED BASEMENT TO REMAIN
CONNECTED TO OLD TITLE 5 LEACHING
SYSTEM AS PLUMBING GOES DOWN
THROUGH THE BASEMENT SLAB.
PLUMBER) PUMP AND
\ \ ABANDON EXISTING
LEACHING PITS IN
ACCORDANCE WITH
TI TLE 5.
PARCEL 50
PLAN VIEW
SCALE: 1' = 10 FEET
0 5 10 20 FT,
may_ 0 7
Fr`_.it valid i r e Efs= , IR OF SEPTIC SYSTLrv1
C.iLV, due to State and Local septic
Lzrd of I ealth revi--w and approval is reel-nd
L:r 2..y future additions/renovatious/alterstiztns 0
se rage fzailities and/or structures/di;c1ling.
Yarmouth Health Departrz_ml
k1k
.
IWC Xzll
I�
A
28
MPNN s-\
Ii
III
i
REVISIONS
NO. DATE DESCRIPTION
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL.
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL.
6. REPLACE ALL EXCAVATED MATERIAL WITH
CLEAN GRANULAR SAND, FREE FROM ORGANIC
MATERIAL AND DELETERIOUS SUBSTANCES.
MIXTURES AND LAYERS OF DIFFERENT CLASSES
OF SOIL SHALL NOT BE USED. THE FILL SHALL
NOT CONTAIN ANY MATERIAL LARGER THAN
TWO INCHES. A SIEVE ANALYSIS, USING A #4
SIEVE, SHALL BE PERFORMED ON A
REPRESENTATIVE SAMPLE OF FILL. UP TO 45%
BY WEIGHT OF THE FILL SAMPLE MAY BE
RETAINED ON THE #4 SIEVE. SIEVE ANALYSES
ALSO SHALL BE PERFORMED ON THE FRACTION
OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH
ANALYSES MUST DEMONSTRATE THAT THE
MATERIAL MEETS EACH OF THE FOLLOWING
SPECIFICATIONS:
1007. MUST PASS #4 SIEVE
(4.75 mm EFFECTIVE PARTICLE SIZE)
107.-100% MUST PASS #50 SIEVE
(0.30 mm EFFECTIVE PARTICLE SIZE)
0%-20% MUST PASS #100 SIEVE
(0.15 mm EFFECTIVE PARTICLE SIZE)
07.-5% MUST PASS #200 SIEVE
(0.075 mm EFFECTIVE PARTICLE SIZE)
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT TEL. 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
LOCA11ON AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
L"9BAGE GRINDER IS NOT
MMENDED DUE TO RECOGNIZED
RSE IMPACTS TO THE LEACHING
LITY.
9. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
CONFIRM LOCATION & NUMBER OF INVERTS.
0. THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
349 Main Street, (RT. 28) Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM REPAIR
;62
LAKELAND AVENUE
SO. YARMOUTH
MASSACHUSETTS
APR 2 4 2C )7
PREPARED FOR:
HARRIET SUTHERLAND
62 LAKELAND AVENUE
SOUTH YARMOUTH
MA 02664
DATE: APRIL 24, 2007
COMP. DESIGN: K. HEALY
CHECK: M. DIBB
DRAWN: K. HEALY
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 9223-SEP.DWG
DWG NO. 5806-01
JOB NO. 4-9223.00 SHEET 1 OF 1
CONCRETE COVER
TO
WITHIN 6" OF GRADE
LOAM
& SEED
DISTURBED AREAS
3' MAX.
!
COMPACTED FI L
36" MAXIMUM,12"MINIMUM
° °
�
O
o°o {
3" LAYER
�
Q
0
PEASTONE
34 24 'EF
08
E
0l
0
EC.
0
CI]
0
0
0
DEPTH
to
C7
- 3/4" - 1 1/2-
/2"56"
56"
WASHED STONE
/,
84
PROFILE: NOT TO SCALE 1 DATUM:I
0OFA/gS
EL.=A VERTICAL DATUM: ASSUMED ��' I o�� MARK D.S9c�N i DESIGN CRITERIA:
TOP FOUNDATION FIRST PIPE LENGTH 1 i I DIBB
CONCRETE COVERS TO WITHIN7TO BE SET LEVEL BENCH MARK SET: HYDRANT TAG BOLT
EL.= 78.3 6" OF FINISHED GRADE. FOR MIN. 2' i / 0 CIVIL � I DESIGN FLOW:
' / tlo' 4: " 7 3 110 330
FINISH � ELEVATION 80.10 � � ^ / � ��, A
F; BEDROOMS AT G.P.B./D G.P.D.
CLEANOUT 4" PVC SCH 40
scH 40 4 PVC scH 40LEACHING OCHoAM�BERG /�9REQUIRED SEPTIC TANK:
25' 25' 10 0 0 0 0 BENCHMARK / I
=B I=D 1=G 0 0 0 Co 0 0 0 0 0 0 i HYDRANT TAG BOLT I / y� y/LO, j =
I v 330 X 200% 660 GAL.
I=C I=E H ELEV 80.10 ASSUMED / �/ I SEPTIC TANK PROVIDED: = 1500 GAL.
5 OUTLET 1=F //'
SEPTIC TANK DIST. BOX 5.1 SEPARATION ;
J EST. HIGH GROUNDWATER ` , i <4� U-)� �j 1_"1i I SIZE OF LEACHING FACILITY REQUIRED.
DESIGN PERC. RATE: <2 MIN./ INCH
�?SoO LONG TERM APPL. RATE 0.74 G.P.D/S.F.
O M \N /�� / �/ / I
INVERT ELEVATIONS: ��� �� 13' �' TWO RISERS // I 330 GPD 0,74 GPD/SF = 446 S.F.
" / \
E � / 5 TO WITHIN 6
OF GRADE / \
TOP OF FOUNDATION 79.30 A �� \ J SIZE OF LEACHING FACILITY PROVIDED:
.> / 1/ /
4 INVERT AT BUILDING 75.35 B REPLUMB EXISTING USE C4> 500 GALLON C❑NC,
4" INVERT AT SEPTIC TANK (IN) 74.85 C OI1
LEACHING CHAMBERS 7'X2'X40'
/
" 74.60 D / TP#1 �. / / / 1500 GALLON
4 INVERT AT SEPTIC TANK (OUT) �� P I / $� �/ / SEPTIC TANK \ I
4" INVERT AT DIST. BOX (IN) 74.37 E ��� \0,01
I �7 / /� ^/J/ / \ �'' I SIDEWALL-= 2C7+40') X 2' = 188
" 74.20 F �' \ � �\ 1.-,(�S�C y/ % / / \ 1 BOTTOM 7' X 40' = 280
4 INVERT AT DIST. BOX (OUT) \ P /// ��,� / /� r7��/ �\ I 468S.F.
.000
<a 68 S,1- x 0,74 Gr D/SF = 34 6 G P D -
..,
($J a D BOX �' r
INVERTS AT LEACHING FACILITY: �+ / ,� c�2 /// j < (S�
\ / / i ♦ �i /10.0 \ 1
4 INVERT AT LEACHING CHAMBER 74.1 G BREAKOUT 74.6 /! 1 �\
BOTTOM OF LEACHING CHAMBER 72.1 H i \ ��� /� / �f PROPOSED
_ _ / � 7X40 S.A.S. 10.0
ADJUSTED GROUNDWATER �� / I?
/ BOTTOM OF HOLE 67.0 J
O
S EXISTING 1983
S.A.S TO REMAIN WG Z LOCUS INFORMATION
VARIANCES REQUESTED: ��
Al / \
\ �� '. / CURRENT OWNER: HARRIETT L. SUTHERLAND, TR
TITLE V: SECTION 15.211: (1) TO ALLOW LEACHING SYSTEM TO BE 5' OFF O G
BASE. .� TITLE REFERENCE: DEED BOOK 8561, PAGE 80
THE FRONT PROPERTY LINE IN LIEU OF 10'. EXIST. -INV
=72.4��% / h, PLAN REFERENCE: PLAN BOOK 95, PAGE 41
EXISTING REPLUMB " 0. - -- OHW ASSESSORS MAP: 60
\ O / INTERIOR �� I _._----- OHW OH
TITLE V: SECTION 15.211: (1) TO ALLOW SEWER LINE EXITING BUILDING TO BE I ��, \ ;A, 1 STORY �` OHw PARCEL: 51
\ o �' WOOD DWELLING TO INV -75.35
W
4' FROM WATER LINE IN LIEU OF 10'. I \ \ -c>r GAS EXISTING I � ZONING DISTRICT: R-40
i 1 A \ O O�` FF=80.3 EXIST. INV r
TOF=79.3 =77.4 MEJER CONCRETE SETBACKS: FRONT 30'
I \ 4i 6 -6 FULL /
/ DRIVE SIDE 20
/ '
REAR 20
I < \ < < :FOUNDATION
1 m % // � � li,� �/� o -.4\ x`-80 i MINIMUM LOT SIZE: 40,000 S.F.
LP/
\ O \s EXIST. INV y,� ��l \
\ \ =77.3//�� 1 �� EXISTING LOT AREA: 11,832t S.F.
FLOOR PLAN \ \ p OVERLAY DISTRICT: APD
\ �O \ O SEASONAL �v �r1'� -
\ 'O/ PORCH NITROGEN SENSITIVE
\ OT\ CONCRETE �EXISTING / ON SLAB // C; ((��� �� ,�� / ao ZONE: YES - ZONE II
\ v\ <� DRIVEWAYS FEMA FLOOD
BEDROOM LIVING ROOM/<\\ �' > ,\gr
/� O, ZONE DISTRICT: "C" 6/17/86
GREAT ROOM 8 i
#2 DINING 4.
_p\\ EXIST. INV �� S // PANEL #250015 0004 C
FLAT ROOF MASTER 13,8' \ EXISTING 77.5 /
BEDROOMCr
BATH BATH BEDROOM \ \\ SLAB RAGS 2 / 56.55 LOCUS PLAN. NO SCALE z
#3 KITCHEN \
\ / FLAT ROOF
7.6' o
S �` �A 3
D
SEASONAL PORCH Q I ' % %a i • z
FIRST FLOOR + Q \ / / i LOCUS y
#56 O,\ 1 #21 L
LAKELAND � INDIAN N
j AVENUE MEMORIAL DRIVE
ASSESSORS MAP 60 \ REPLUMB OUTLET PIPES LOCUS
f \ AS SHOWN (LICENSE ASSESSORS MAP 60
BATH
GARAGE UNFINISHED BASEMENT LAUNDRY
BASEMENT FLOOR INTERIOR LAYOUT PER OWNER
�, PARCEL 52 �
i
NOTE:
EXISTING LAUNDRY AND BATHROOM IN
UNFINISHED BASEMENT TO REMAIN
CONNECTED TO OLD TITLE 5 LEACHING
SYSTEM AS PLUMBING GOES DOWN
THROUGH THE BASEMENT SLAB.
PLUMBER) PUMP AND
\ \ ABANDON EXISTING
LEACHING PITS IN
ACCORDANCE WITH
TI TLE 5.
PARCEL 50
PLAN VIEW
SCALE: 1' = 10 FEET
0 5 10 20 FT,
may_ 0 7
Fr`_.it valid i r e Efs= , IR OF SEPTIC SYSTLrv1
C.iLV, due to State and Local septic
Lzrd of I ealth revi--w and approval is reel-nd
L:r 2..y future additions/renovatious/alterstiztns 0
se rage fzailities and/or structures/di;c1ling.
Yarmouth Health Departrz_ml
k1k
.
IWC Xzll
I�
A
28
MPNN s-\
Ii
III
i
REVISIONS
NO. DATE DESCRIPTION
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL.
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL.
6. REPLACE ALL EXCAVATED MATERIAL WITH
CLEAN GRANULAR SAND, FREE FROM ORGANIC
MATERIAL AND DELETERIOUS SUBSTANCES.
MIXTURES AND LAYERS OF DIFFERENT CLASSES
OF SOIL SHALL NOT BE USED. THE FILL SHALL
NOT CONTAIN ANY MATERIAL LARGER THAN
TWO INCHES. A SIEVE ANALYSIS, USING A #4
SIEVE, SHALL BE PERFORMED ON A
REPRESENTATIVE SAMPLE OF FILL. UP TO 45%
BY WEIGHT OF THE FILL SAMPLE MAY BE
RETAINED ON THE #4 SIEVE. SIEVE ANALYSES
ALSO SHALL BE PERFORMED ON THE FRACTION
OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH
ANALYSES MUST DEMONSTRATE THAT THE
MATERIAL MEETS EACH OF THE FOLLOWING
SPECIFICATIONS:
1007. MUST PASS #4 SIEVE
(4.75 mm EFFECTIVE PARTICLE SIZE)
107.-100% MUST PASS #50 SIEVE
(0.30 mm EFFECTIVE PARTICLE SIZE)
0%-20% MUST PASS #100 SIEVE
(0.15 mm EFFECTIVE PARTICLE SIZE)
07.-5% MUST PASS #200 SIEVE
(0.075 mm EFFECTIVE PARTICLE SIZE)
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT TEL. 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
LOCA11ON AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
L"9BAGE GRINDER IS NOT
MMENDED DUE TO RECOGNIZED
RSE IMPACTS TO THE LEACHING
LITY.
9. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
CONFIRM LOCATION & NUMBER OF INVERTS.
0. THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
349 Main Street, (RT. 28) Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM REPAIR
;62
LAKELAND AVENUE
SO. YARMOUTH
MASSACHUSETTS
APR 2 4 2C )7
PREPARED FOR:
HARRIET SUTHERLAND
62 LAKELAND AVENUE
SOUTH YARMOUTH
MA 02664
DATE: APRIL 24, 2007
COMP. DESIGN: K. HEALY
CHECK: M. DIBB
DRAWN: K. HEALY
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 9223-SEP.DWG
DWG NO. 5806-01
JOB NO. 4-9223.00 SHEET 1 OF 1