HomeMy WebLinkAbout50 Old Main Street - Sewage Disposal DesignSOIL TEST PIT DATA:
TEST PIT -ji TEST PIT #2
GRD. EL. 16.8 GRD. EL. 16.7
EST. HIGH GW. 5.8 EST. HIGH GW. 5.7
B
LOAMY SAND
i 10YR 5/8
= 14.3
FINE SAND
10YR 7%2
NO G.WATER
EL = 5.8
8"
30"
132"
i IV IR Y L
i LOAM 6 SAND
10YR 5 8
EL = 14.7 2
54"
FINE SAND
10YR 7/2
NO G.WATER
FL = 5J 1'
4"
52"
DATE:
DATE:
8/29/06
8/29/06
TEST BY-
TEST BY -
.THE BSC GROUP, INC.
THE BSC GROUP, INC.
WITNESSED BY:
WITNESSED BY:
L. MULKEEN-COUNTY
L. MULKEEN-COUNTY
PERC. RATE:
PERC. RATE:
-2 MIN./INCH
-2_MIN./INCH
SOIL EVALUATOR
SOIL EVALUATOR
MARK DIBB
MARK DIBB
AUGUST 29, Zoos SEPTIC TANK DETAIL: 1,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE
NOT TO SCALE NO. OF OUTLETS = 5 22.5'
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE o0 0 0 000060000 0 0 0 0 0 0 0 000 0 0 0 0
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. 0 0 0 0 0 0 0 0 0 00 00 0 00
00
2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE 2' WALLS NOTES: 0 0
UNLESS UNDER PAVEMENT. DRIVES OR ° 3 UNITS 0
TRAVELED WAYS WHEREIN H-20 LOADING 2 0 HIGH DENSITY
SHALL APPLY. a:•v.•'.v:•v..�.v:•v....,:ro.:: 1. DIST. BOX 1T) WITHSTAND H-10 LOADING " o 50" 12'
UNLESS UNDER PAVEMENT, DRIVES OR 4 PVC o POLYETHYLENE INFILTRATOR 3050 ° J
3. ALL PIPE CONNECTIONS AND CONCRETE 0° 0 L
2-24" DIA CONCRETE MANHOLES TRAVELED WAYS WHEREIN H-20 LOADING PIPE
CONSTRUCTION SHALL BE WATERTIGHT. 0 00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° 0 0 00
W/ METAL HANDLES BROUGHT 1 -{- 15" SMALL APPLY.
0 00 0 0 0 0 0 0 0 00 0 0
4. FILL ALL UNUSED KNOCKOUTS WITH TO 6' OF FINISH GRADE B' I 2. PROVIDE INLET TEE OR BAFFLE WHERE 25.0'
MORTAR. TEE TO BE UNDER 1 IN 6" •. 5,5 WTIETs a 1
M.H. OPENING SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR PLAN VIEW - LEACHING CHAMBERS
E 3• .A IN PUMPED SYSTEM.
A' L 2' 3. FIRST TWO FEET OF PIPE OUT OF DIST.
RAISE M.H w,[._. 4" BOTTOM ON LEVEL BOX TO BE WD LEVEL. LOAM do SEED DISTURBED AREAS
SEWER BRICK �. -- , STABLE BASE 8' MIN. 3/4" TO777777771777
•. -• • :=• 1 1/2' CRUSHED
d< MORTAR S CROSS-SECTION 4. ALL PIPE CONNECTIONS AND CONCRETE 3' MAX. C PACTED FILL 36" MAXIMUM 12"MINIM M
NORMAL WATER 12 S10NE BASE CONSTRUCTION SHALL BE WATERTIGHT.
LE
a 3' 00 00 000° o°0o 00 0°0 3' LAYER
PRECAST SEPTIC TANK 10" 14'
INLET TEE 5'-1"
O "
5'-2 4'-8" ' 4'-0" MIN. af°imEi 5'-8" 15 1/Y
5'-8" g UWID DEPTH Zr awniaV y.
N
INDICATES a,�; _ f�.::!ei •:: 6,! : �.• :..
ESTIMATED
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
NO. DATE DESCRIPTION
O HIGH 000 0
PEASTONE
18.4 1 1j 1
30 • 24'
DENSITY
O 00 POLY<THYLENE O O0 O
/ / PARCEL 51
\ \
EFFEC.
Q)0 O INFILTRATOR 3050 800 O
DATUM'
'
DEPTH
Qj O LEACHING
4 j
`\
1 ��
O
OO CHAMBER 00
15V OF ANY KNOWN LEACHING FACILITY.
47" 50" 47"
,
VERTICAL DATUM: NGVD
�/
WAS
WASHED STONE
- SEASONAL HIGH '� BOTTOM ON LEVEL STABLE BASE ' 12
GROUND WATER PLAN VIEW 6" MIN. 3/4' TO 4W~01 CROSS-SECTION VIEW VIEW CROSS-SECTION OF CHAMBER
INDICATES 1 1/2" STONE
v_ OBSERVED _
GROUND WATER �Iw 188 OHw a+w OHw jy PLT \ \
// --- /D G X14 18.2 ' w�� \ \
INOIIC IE I, - �'- TREAD
PERC. 17.8 i ES �' w E 69•� i��_
\ \ \\ \\
TEST -'J 3 FORE _----w-_ - S701�
( 1B9 - CONCRETE BOUND \ \` X 17.8
ARfABLE WIDTH) (may MD TOWN ROAD) �� / DRILLHOLE FOUND
®INDICATES IT. PAVEMENT) - - - - - i8 o - _ - _ - - w 5 D•t3If AND HELD
UNSUITABLE
MATERIAL w w 61.31' ' CON BOUND
W 1-"�j'w 1 / DRI Of FOUND 0
SOIL CLASS: SOIL CLASS: 93.64' / / 1 m N707� 1 1 \ AND/HELD /1
N60'33'48 "W / /
/ 1 �, BOUNDED 1 1 "9 WOODED
L.T.A.R. L.T.A.R. / I z 1 /
0.74 G.P.D./SQ.FT. 0.74 G.P.D./SQ.FT. ,$i 1 " TO 8E SET f 11 to I x 190 �n '
RESIDENTIAL
LEACHING AREA
N
JOANNE JORDAN
#54 OLD !MAIN STREET
PLAN BOOK 337, PAGE 5
DEED BOOK
ASSESSORS MAP 50
Fl-ri
DESIGN CRITERIA:
DESIGN FLOW:
3 BEDROOMS AT110G.P.B./D 330 G.P.D.
REQUIRED SEPTIC TANK:
330 X 200% = 660 GAL.
SEPTIC TANK PROVIDED: = 1500 GAL.
I -C
SEPTIC TANK
5 OUTLET
DIST. BOX
y oRILLHOLE / \ / ) 12 X2 X25
EL -1 GRADE 3 I- � Y r8 3 1 � ' \ \ T I PETER IGOE v 11 ; / AkVD HELD 17.2 , \
4" PVC scH 40� Is 1 \ LJ #25 FOREST ROAD $ 1� �' \\ SIDEWALL = 2(12'+25') X 2' = 148
_ _ 1 PLAN BOOK 95/63 /
LEACHING CHAMBER L4 ��'8-' 1 i DEED BOOK 18001/199 A \\ \ \\ / BOTTOM = 12' X 25' = 300
ASSESSORS 177,50 93 (I 11 \\\\ /✓/��f �\\\� - 448S.F.
448 S.F x 0.74 GPD/SF - 331GPD
rt ---------T WOODED �� /
\ 1 117.5 x I ` -LEACHING AREA I 11 / � \ 83 4 71� yG,
6.1' SEPARATION L P) 1 L - - - �- - - - J
1\ CONCRETE
EST. HIGH GROUNDWATER WND k�H�ND 1 SHED BOUND \ \
t�ONC>¢ETE B X 17.3 / S.A.S. 12'x25 X 16.5 / \
J TO BE SET
T8.5 CONCRETE BOA ' N - D HELD / 0 80X
16.15CONCRETE
\FOUND OFF N80'02'29'W SSO-02.29-E 50.15' , 1 / cl
`���� �.
PROPOSED 5 �,,� A°'°" °F D „X16.7 X169 %i'
INVERT ELEVATIONS: UP / LOCUS -''INFORMATION
X 16.0 WOODED �4 / �'T3y/ /
\ \ \ AREA TO BE CLEARED 67.4 / < v/
\ \ TO ALLOW WLDUNc / / / / CURRENT OWNER: RICHARD do ELIZABETH NIEITZ
TOP OF FOUNDATION 17.50 A \\ \ MOVING / / TP % Q
4" INVERT AT BUILDING 15.00 B TITLE REFERENCE: DEED BOOK 4045, PAGE 318
\\ � � � �---- / y�/ / / i
4" INVERT AT SEPTIC TANK (IN) 14.75 c £�` i1 -- �/ • PROPOSED X 16A 3/ //// PLAN REFERENCE: PLAN BOOK 337, PAGE 5
4" INVERT AT SEPTIC TANK OUT 14.50 D - - _ _ _ GALLON of CONCRETE 90WJD
(OUT) \ \ � �, \ \ --_ � � �. \ ` � � ii 2 •Q �2, SEPTIC TANK O``�j DRILLAND HOLE FOUND dr// /��� ASSESSORS MAP: 50
4" INVERT AT DIST. BOX (IN) 14.17 E o , rs.5 y 1 RICH rk ELIZABETH NEITZ MIN 1�/� PARCEL: 175
4" INVERT AT DIST. BOX (OUT) 14.00 F x rs.4 6 w, \� PLN BROOK 33Z PAGE 5 _
050 OLD STREET
ZONING DISTRICT: B7
16.0 SETBACKS: FRONT 30'
yP,1.Pp z 1 DEED BOOK 4045, PAGE 318 / €+ �l / /
r 0 � ASSESSORS MAP 50 / < I � / / SIDE 25
4o PARCEL 175 REAR 20'
INVERTS AT LEACHING FACILITY:, rRGPosEn
N/F
" ALBERTA BEGGS \� DWELLING •
� � \ RELOCAIEU / / �' � / /_ MINIMUM LOT SIZE; 25 OOOS.F.
4 INVERT AT BEGINNING �kr- t�� i33 FOREALKST ROAD �� • o � PROPOSED( / / / MINIMUM FRONTAGE: 150'
OF LEACHING CHAMBER 13.80 G BREAKOUT 14. � f ^ #338 FOREST ROAD �X ^� TDF n.5 ®pR J� 4✓ / / /
PLAN BOOK 95/63 1m \� / Oo ypD `, v/ / MAX. BLD. LOT COVERAGE: 25l.
ELEVATION AT BOTTOM
11.80 H MAX. IMPERVIOUS COVERAGE: 70%
OF LEACHING CHAMBER
cc \ o MARK 0. o
z1/ / .j // DIBB EXISTING TOTAL LOT AREA: 34,8061 S.F.
NO OBSERVED GROUNDWATER \ �' I \\ / o` / hs // S CIVIL NITROGEN SENSITIVE
BOTTOM OF HOLE 5.70 J �� s} ®// / ^' pec 1s5 �I / No. 45937 ZONE: NOT A ZONE II
\ 1 NG CE E CONCRETE l✓
t
VARIANCES REQUESTED: CONCRETE \ 7a2� °° AND HLHOLE) / *VOIDED '!� �/ /
AND H � VVI
G.M. BOUND 66 f I r C.BASIN
SHED TO BE SET 24"E f i / ®� _ - C 9 / SIG RIM 15.45 /f%
TOWN OF YARMOUTH: //�\\ \ 572 `� i O G 1/1-5 6
I \ LP. )1 ,,6.45 ; ,,.72 . '�� �� \ , 15f �w� LOCUS PLAN: NO SCALE
TO ALLOW THE TOP OF FOUNDATION TO BE 0.6' ABOVE THE HIGH POINT �_�/ j�,F t 76.T 1 �1 / vJ o� 5.0
PROPOSED
IN LIEU OF 2'. A 1.4' VARIANCE IS REQUESTED. 33.T�' -�.� CONCRETE o�B D s rbyc- \ \ `� \/ DRr>�wAY
ND HELD- q \ ;< 4
r r NEW _-----1( 12.4 � �� sTdp� ✓ L � � < / \ \ // w` c�Q� 00 \ N
�X 14.1
yA.r04/r/ 15.0 \ RIM 14.58
\14
J
28
R/MAll \ \ 14.7 QO� �JtA
`X 15.2 LOCUS
�y QLD CAIN STREET
Ld
FLOOR PLANS: I I -I
NO. DATE DESCRIPTION
1. 9/13/06 LOWER FND.
x 14.
18.4 1 1j 1
DECK
F
` 18.5
/ / PARCEL 51
\ \
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
DATUM'
'
I
J,
4 j
`\
1 ��
HAfg tALOIV
15V OF ANY KNOWN LEACHING FACILITY.
SIZE OF LEACHING FACILITY REQUIRED:
VERTICAL DATUM: NGVD
�/
L
HYDRANT
TAG BOLT\
ADD. KITCHEN BATH BED#i
MIXTURES AND LAYERS OF DIFFERENT CLASSES
11
//
ELEV. 17.69
DESIGN PERC. RATE: <2 MIN./ INCH
BENCH MARK SET: TAG BOLT ON HYDRANT ELEVATION 17.69
BY WEIGHT OF THE FILL SAMPLE MAY BE
NAF
NGVD 1929)
L _ - - J
`� \
1 �� /
��pu &
X
LONG TERM APPL. RATE 0.74 G.P.D/S.F.
107-100% MUST PASS /50 SIEVE
i---
1
(0.15 mm EFFECTIVE PARTICLE SIZE)
PLAN
VI E W
1 \
RESIDENTIAL BUILDING
L I W NG BED#2
11. �
COORDINATING THE PROPOSED 00I
\\� ASSESSORS MAP 50EL ,
Y d ALBERTA B�
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
��
1 �
ns
i
-
330 GPD + 0.74 GPD/SF - 446 S.F.
20 FEET
PROFILE: NOT TO SCALE
I G.M.
#27FOREsrROAo
PLAN BOOK 95/631
TAKEN FROM RECORD PLANS. THE
EXISTING WELL
5 HAND PUMP
19.0
��
1
TO THE START OF CONSTRUCTION.
/
40 FT,
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
DEED BOOK 111791237
9. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
CONFIRM LOCATION & NUMBER OF INVERTS.
j
17.8
HAIR SALON
/
BSC OU
349 Main Street, (RT. 28) Unit D
W. Yarmouth Massachusetts
ASSESSORS MAP 50
1
508 778 8919
PROJECT TITLE:
DESIGN FOR
1
LEACHING AREA
50
SIZE OF LEACHING FACILITY PROVIDED:
El = A
FIRST PIPE LENGTH
TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL
EL- 16.8 6' OF FINISHED GRADE. FOR MIN. 2'
G
\
\
PARCEL 178
I
�n
$
r 1
'�,,
1 18.1 X
1 --� ---"
/ CONCRETE BOUND
/�\
/ \
/
U /
USE HIGH DENSITY POLYETHYLENE
LEACHING CHAMBERSC3 UNITS '
I -C
SEPTIC TANK
5 OUTLET
DIST. BOX
y oRILLHOLE / \ / ) 12 X2 X25
EL -1 GRADE 3 I- � Y r8 3 1 � ' \ \ T I PETER IGOE v 11 ; / AkVD HELD 17.2 , \
4" PVC scH 40� Is 1 \ LJ #25 FOREST ROAD $ 1� �' \\ SIDEWALL = 2(12'+25') X 2' = 148
_ _ 1 PLAN BOOK 95/63 /
LEACHING CHAMBER L4 ��'8-' 1 i DEED BOOK 18001/199 A \\ \ \\ / BOTTOM = 12' X 25' = 300
ASSESSORS 177,50 93 (I 11 \\\\ /✓/��f �\\\� - 448S.F.
448 S.F x 0.74 GPD/SF - 331GPD
rt ---------T WOODED �� /
\ 1 117.5 x I ` -LEACHING AREA I 11 / � \ 83 4 71� yG,
6.1' SEPARATION L P) 1 L - - - �- - - - J
1\ CONCRETE
EST. HIGH GROUNDWATER WND k�H�ND 1 SHED BOUND \ \
t�ONC>¢ETE B X 17.3 / S.A.S. 12'x25 X 16.5 / \
J TO BE SET
T8.5 CONCRETE BOA ' N - D HELD / 0 80X
16.15CONCRETE
\FOUND OFF N80'02'29'W SSO-02.29-E 50.15' , 1 / cl
`���� �.
PROPOSED 5 �,,� A°'°" °F D „X16.7 X169 %i'
INVERT ELEVATIONS: UP / LOCUS -''INFORMATION
X 16.0 WOODED �4 / �'T3y/ /
\ \ \ AREA TO BE CLEARED 67.4 / < v/
\ \ TO ALLOW WLDUNc / / / / CURRENT OWNER: RICHARD do ELIZABETH NIEITZ
TOP OF FOUNDATION 17.50 A \\ \ MOVING / / TP % Q
4" INVERT AT BUILDING 15.00 B TITLE REFERENCE: DEED BOOK 4045, PAGE 318
\\ � � � �---- / y�/ / / i
4" INVERT AT SEPTIC TANK (IN) 14.75 c £�` i1 -- �/ • PROPOSED X 16A 3/ //// PLAN REFERENCE: PLAN BOOK 337, PAGE 5
4" INVERT AT SEPTIC TANK OUT 14.50 D - - _ _ _ GALLON of CONCRETE 90WJD
(OUT) \ \ � �, \ \ --_ � � �. \ ` � � ii 2 •Q �2, SEPTIC TANK O``�j DRILLAND HOLE FOUND dr// /��� ASSESSORS MAP: 50
4" INVERT AT DIST. BOX (IN) 14.17 E o , rs.5 y 1 RICH rk ELIZABETH NEITZ MIN 1�/� PARCEL: 175
4" INVERT AT DIST. BOX (OUT) 14.00 F x rs.4 6 w, \� PLN BROOK 33Z PAGE 5 _
050 OLD STREET
ZONING DISTRICT: B7
16.0 SETBACKS: FRONT 30'
yP,1.Pp z 1 DEED BOOK 4045, PAGE 318 / €+ �l / /
r 0 � ASSESSORS MAP 50 / < I � / / SIDE 25
4o PARCEL 175 REAR 20'
INVERTS AT LEACHING FACILITY:, rRGPosEn
N/F
" ALBERTA BEGGS \� DWELLING •
� � \ RELOCAIEU / / �' � / /_ MINIMUM LOT SIZE; 25 OOOS.F.
4 INVERT AT BEGINNING �kr- t�� i33 FOREALKST ROAD �� • o � PROPOSED( / / / MINIMUM FRONTAGE: 150'
OF LEACHING CHAMBER 13.80 G BREAKOUT 14. � f ^ #338 FOREST ROAD �X ^� TDF n.5 ®pR J� 4✓ / / /
PLAN BOOK 95/63 1m \� / Oo ypD `, v/ / MAX. BLD. LOT COVERAGE: 25l.
ELEVATION AT BOTTOM
11.80 H MAX. IMPERVIOUS COVERAGE: 70%
OF LEACHING CHAMBER
cc \ o MARK 0. o
z1/ / .j // DIBB EXISTING TOTAL LOT AREA: 34,8061 S.F.
NO OBSERVED GROUNDWATER \ �' I \\ / o` / hs // S CIVIL NITROGEN SENSITIVE
BOTTOM OF HOLE 5.70 J �� s} ®// / ^' pec 1s5 �I / No. 45937 ZONE: NOT A ZONE II
\ 1 NG CE E CONCRETE l✓
t
VARIANCES REQUESTED: CONCRETE \ 7a2� °° AND HLHOLE) / *VOIDED '!� �/ /
AND H � VVI
G.M. BOUND 66 f I r C.BASIN
SHED TO BE SET 24"E f i / ®� _ - C 9 / SIG RIM 15.45 /f%
TOWN OF YARMOUTH: //�\\ \ 572 `� i O G 1/1-5 6
I \ LP. )1 ,,6.45 ; ,,.72 . '�� �� \ , 15f �w� LOCUS PLAN: NO SCALE
TO ALLOW THE TOP OF FOUNDATION TO BE 0.6' ABOVE THE HIGH POINT �_�/ j�,F t 76.T 1 �1 / vJ o� 5.0
PROPOSED
IN LIEU OF 2'. A 1.4' VARIANCE IS REQUESTED. 33.T�' -�.� CONCRETE o�B D s rbyc- \ \ `� \/ DRr>�wAY
ND HELD- q \ ;< 4
r r NEW _-----1( 12.4 � �� sTdp� ✓ L � � < / \ \ // w` c�Q� 00 \ N
�X 14.1
yA.r04/r/ 15.0 \ RIM 14.58
\14
J
28
R/MAll \ \ 14.7 QO� �JtA
`X 15.2 LOCUS
�y QLD CAIN STREET
Ld
FLOOR PLANS: I I -I
NO. DATE DESCRIPTION
1. 9/13/06 LOWER FND.
x 14.
GENERAL NOTES:
DECK
F
'UND
AND DWELLING ONLY.
\ \
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
`\
`\\
,�?10•
15V OF ANY KNOWN LEACHING FACILITY.
L NEW
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL
w
HYDRANT
TAG BOLT\
ADD. KITCHEN BATH BED#i
MIXTURES AND LAYERS OF DIFFERENT CLASSES
\\�
\\
7s3
ELEV. 17.69
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
NGVD 1929)
L - -
`� \
NIPY
\ \V / \\ JAMES & RH DA L°FRANCE
SPECIFICATIONS:
100% MUST PASS #4 SIEVE
(4.75 mm EFFECTIVE PARTICLE SIZE)
107-100% MUST PASS /50 SIEVE
MAIN �T
P. #W
O%-20% MUST PASS #100 SIEVE
(0.15 mm EFFECTIVE PARTICLE SIZE)
PLAN
VI E W
PLAND
BOOK 33715
�� DEED BOOK 8257/119 . y
CONCRETE
L I W NG BED#2
11. �
COORDINATING THE PROPOSED 00I
\\� ASSESSORS MAP 50EL ,
SET TO / X 14.6
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
174\ \ ` \
BE
AT TEL 1-888-344-7233. THE
SCALE: 1' =
20 FEET
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTIUTIES
AND STRUCTURES AS REWIRED PRIOR
TO THE START OF CONSTRUCTION.
0 10 20
40 FT,
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
9. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
CONFIRM LOCATION & NUMBER OF INVERTS.
REVISIONS
NO. DATE DESCRIPTION
1. 9/13/06 LOWER FND.
REL. UTILITIES
GENERAL NOTES:
I. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE UTILITY
AND DWELLING 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
15V 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:
100% MUST PASS #4 SIEVE
(4.75 mm EFFECTIVE PARTICLE SIZE)
107-100% MUST PASS /50 SIEVE
(0.30 mm EFFECTIVE PARTICLE SIZE)
O%-20% MUST PASS #100 SIEVE
(0.15 mm EFFECTIVE PARTICLE SIZE)
OX -5X 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 00I
STRUC71ON ACTIVITY WITH OIG -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,
LOCATION AND INVERTS OF UTIUTIES
AND STRUCTURES AS REWIRED PRIOR
TO THE START OF CONSTRUCTION.
- a. ;IJt^ RYSTEM IS NOT DE=N= FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
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
REWIRED.
BSC OU
349 Main Street, (RT. 28) Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM
50
OLD MAIN STREET
So. YARMOUTH
M ASSACH U SEJ?S
Yarmouth He^€tin Pere Inert
Na .e Cate
PREPARED FOR:
BOTSINI CORPORATION
450 STATION AVENUE
So. YARMOUTH, MA 02664
(508) 775-7799
DATE: AUGUST 30, 2006
COMP. DESIGN: K. HEALY
CHECK: M. DIBB
DRAWN: K. HEALY
FIELD: D. GAZZOLO / J. McCARTIN
FILE NO. 8884-SEP.DWG
DWG NO. 5665-05
SHEET 1 OF 1
JOB N0.4-8884.00