HomeMy WebLinkAbout50 Old Main Street - Sewage Disposal Design 2SOIL TEST PIT DATA: AUGUST 29, 2006
TEST PIT -#1 TEST PIT #2 -
GRD. EL. 16.8 GRD. EL. 16.7
�o
EST.
= 14.3
FINE SAND
10YR 7/2
NO G.WATER
FL = 5.8
8"
30"
132"
EST, HIGH GW. 5.1
%MY SAN
D
/Y
= 14.7
FINE SAND
10YR 7/2
NO G.WATER 1
EL = 5.7
4"
INDICATES
32" ESTIMATED
SEPTIC TANK DETAIL: 1,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE
NOT TO SCALE NO. OF OUTLETS cJ - 22.5'
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FlNSHED GRADE o o 0 0
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE. u 00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0°
oco<r o0 00 ° ° o0 00 ° o0 o
2- SEPTIC TANK TO VAT14STAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. REMOVABLE I_ 2' WALLS NOTES: oCOVER l 0 3 UNITS o
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS, WHEREIN H-20 LOADING 9: •v„+.v. v..+,a •v....if•v.:: 2' 1. DIST. BOX TO WITHSTAND H-10 LOADING 0 HIGH DENSITY 0 50" 12'
SHALL APPLY. T UNLESS UNDER PAVEMENT, DRIVES OR 4" PVC 0o POLYETHYLENE INFILTRATOR 3050 °
3. ALL PIPE CONNECTIONS AND CONCRETE - 1 ( TRAVELED WAYS WHEREIN H-20 LOADING PIPE °0 0 0 00 0 0 0 0 0 0 0 0 0 0 °0 1
2-24" DIA CONCRETE MANHOLES o 00 0 0 0 0 0 0 0 0 0 0 0 0
CONSTRUCTION SHALL BE WATERTIGHT. SHALL APPLY. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
W/ METAL HANDLES BROUGHT 1 -�- 15
4. FILL ALL UNUSED KNOCKOUTS WITH - TO 6' OF FINISH GRADE
MORTAR. TEE TO BE UNDER 6" 5,5' OU1LE15 8" 1 2• PROVIDE INLET TEE OR BAFFLE WHERE j 25.0'
'.. M.H. OPENING 1 " IN. _ _ SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR PLAN VIEW - LEACHING CHAMBERS
iR:;c
IN PUMPED SYSTEM.
krm_��
L_ 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST. LOAM St SEED DISTURBED AREAS
-� RAISE M.H W" BOTTOM BOX TO BE LAID LEVELSTABLE BASE 6" MtN. 3/4" TO 1
SEWER BRICK._. -<.e:: ::..:• 1 1/2" CRUSHED
& MORTAR CROSS-SECTION STONE BASE 4. ALL PIPE CONNECTIONS AND CONCRETE 3' MAX. C MPACTED FILL 36" MAXIMUM 12"MINIM M
NOR MA WATER LEVEL 12" CONSTRUCTION SHALL BE WATERTIGHT. 0 0 0 0 0 'o 000 000 000 0
0 0 0 0 00c. 0 0 0 00 0 0 3" LAYER
p` 3 I
:- 10" 14'
.- INLET TEE
4'-6' 4'-0" MIN. tvII TEE
° a 5'-8" 15 1/2"
-8. z LIQUID DEPTH 0U
ni y: e
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
24
DE
H
D 000 0 O
OOETHE30"
00FlOLYEYLNE
pEFFEC. IiLTRATOR 3050 OO
CHING p p CHAMBERt O
PEASTONECID
PRECAST SEPTIC TANK -
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE UTILITY
- O
C
5'-2"
47" - 50" 47
_
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL
p` 3 I
:- 10" 14'
.- INLET TEE
4'-6' 4'-0" MIN. tvII TEE
° a 5'-8" 15 1/2"
-8. z LIQUID DEPTH 0U
ni y: e
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
24
DE
H
D 000 0 O
OOETHE30"
00FlOLYEYLNE
pEFFEC. IiLTRATOR 3050 OO
CHING p p CHAMBERt O
PEASTONECID
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE UTILITY
3/4" _ 1 1/2"
WASHED STONE
2. ALL CONSTRUCTION METHODS AND
47" - 50" 47
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
SEASONAL HIGH ' a BOTTOM ON LEVEL- STABLE BASE 3' � 12
GROUND WATER PLAN VIEW r 1/Y ,i!f ,
DATE: DATE: 6' MIN. 3/4' NE CROSS-SECTION VIEW PLAN VIEW GROSS. -SECTION OF CHAMBER
8/29/06 8/29/06 INDICATES 1 1/2' STONE -
TEST BY: TEST BY: _� OBSERVED _ �� ts.8 \ � uPCT
THE BSC GROUP, INC. THE BSC GROUP, INC. - GROUND WATER - \ _ OHw OHw ofrw crlw- �-
�9 18.2 W
WITNESSED BY: WITNESSED BY: IN�Sjl --- - _'- �-•� ROAD `��r �W -_ ' \� �� [DESIGN CRITERIA:
L. MULKEEN-COUNTY L. MULKEEN-COUNTY E J \
PERC. � .� R t7"E
PERC. RATE: PERC, RATE: TEST i FOR
` W _- 570 \�\
18.9 0p CONCRETE BOUND X 17.8 [DESIGN FLOW:
2 MIN. INCH _2-MIN./INCH
/ .4R/aeLE WIDTH) (�Ly Iq-D TVNN ROAD) _ - _ ��-Yr�-_� / DRILLHOLE FOUND RE��n� 3 BEDROOMS AT 110 G.P.6. /D 330 G.P.D.
SOIL EVALUATOR SOIL EVALUATOR INDICATES rT. PAVEMENT) lao - w s o�Y AND HELD LEACHING AREA -
MARK DIBB MARK DIBB UNSUITABLE --------- -
MATERIAL �_ W_:-- w W 61.31 CONCRTE BOUND
1 �1 j'W 1\ A DRr OLE FOUND 0 N
SOIL CLASS: SOIL CLASS W / 1 1 \ AND �D o JOANNE JORDAN REQUIRED SEPTIC TANK:
1 1 93.64' m 3 1 x 1 // ,f54 OLD MAIN STREET -
N60'33'46"W / 1 i N \CONCRCONCRETE 1 �� 1 `ti0 WOODED N6�\ PLAN BOOK 337, PAGE 5 ,,. 330 X 200% - 660 GAL.
L. T. A.R. L.T,A.R. / I i TO BE ser 1 w, / as DEED BOOKSMAP f SEPTIC TANK PROVIDED: _ 500 AL.
0.74 G.P.D./SQ.FT. 0,74 G.P.D./SQ.FT. /� 1 � 1 t8.4 E 1 � 11 = X 19.0- c� / PARCEL 51 9�;���
1 �\ 163 HA15,tALON SIZE OF LEACHING FACILITY REQUIRED-
DATUM:
_ J 1 \
L 1 1 m+ 1 \ // 'DESIGN PERC. RALE: <2 MIN./ INCH
VERTICAL DATUM: NGVD
I- - - - / COMMERCIAL & x LONG TERM APPL. RATE 0.74 G.P.D/S.F.
BENCH MARK SET: TAG BOLT ON HYDRANT ELEVATION 17.69 I N/F 1 1 \ ;� �i RESIDENTIAL BUILDING
\ Y & ALBERTA BtjOG Q' -
127 FOREST ROAD m 1 \ �' 17•s 330 GPD + 0,74 GPD/SF 446 S.F.
I PUN BOOK 95/63 I - EXISTING WELL
PROFILE: NOT TO SCALE G.M. ,{25 HAND PUMP 19.0 11 \ // HAIR SALON /
• I
ASSESSORS MAP sod \17.8 LEACHING AREA 'y SIZE OF LEACHING FACILITY PROVIDED:
EL=A PARCEL 178 1&1 X 1 i \ � `
FIRST PIPE LENGTH . G
TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL \ F ^ \ /
USE HIGH DENSITY POLYETHYLENE
EL.- 16.8 6" OF FINISHED GRADE. FOR MIN. 2' I $ i I- TI 1 ! `CONCRETE BOUND ! \\ U / LEACHING CHAMBERS(3 UNITS) 12'X2'X25'
FINISH GRADE �� 1 �� i \ IS.T.I N/F � 1 I �/ DRILLHOLE FOUN 17.2 / \ /
=17 17 3 r \ 18.3 r \ PETER IGOE w } A(O HELD
4" PVC SCH 40 L J /25 FOREST ROAD $ 1I \ \\ SIDEWALL = 2(12'+25') X 2' = 148
R _ _ 1 1 PUN BOOK 95/63 \ \ = ?00
SCHP4b 4" p LEACHING CHAMBER L !�- Y 1 l ASSESSORSDEED BOOK MAP
50 I J�1. \\ Y \\ 3 / / Ii❑TT❑M = 12' X 25' 448S.F,
�.)S- 1 I -PARCEL 177 _'. 93'
\� 1
=C I=E H \ \ 1 rf---------T 1 wcooEn �� 83.4'snN \� �`/ /+48 S,F x 0.74 GPD/SF 331GPD
5 OUTLET I=F 1� �` 117.5 X I -I -)"ING AREA I
s:. .. ®
DIST. BOX 6.1 SEPARATION I t P I 1 1 L - - - �- - - - J
SEPTIC TANK I
I ` _ I CONCRETE \ j PROPOSED
CONCRETE` \ EST. HIGH GROUNDWATER SND i SHED BOUND \ CON � 8 X 17.3 / S.A.S. 12'x25 X 16.5
FOUND & HELD TO BE SET \ \ / /
� / DRfLLHOLE F ND / Op "D" BOX � � � �
16.5 CONCRETE BOON 16.15 ! D HELD / \ CONCRETE BOU / 17,_1 /
A\FOUND OFF N60'02'29 "W S60'0229 "E `50.15' , / PROPOSED \ / DRILLHOLE FOU D %/ /k 16.7
INVERT ELEVATIONS: UP VE 12x25' �'� AND "E'° ; X'6.9 LOCUS INFORMATION
\ \ 3
X 16.0 \\ \.\ WOODED
AREA TO BE CLEARED / 74'/ <�// �/ / /' CURRENT OWNER: RICHARD do ELIZABETH NEITZ
TO ALLOW BUILDING
TOP OF FOUNDATION 17.50 A \ \ \ \ MovrNc _ _ ��p �e// x. / TITLE REFERENCE: DEED BOOK 4045, PAGE 318
4" INVERT AT BUILDING 15.00 B ; \ �\ I \ ! J r,�j / /
OSE4" INVERT AT SEPTIC TANK (IN) 14.75 C �f \ \ \ - _ - _ _ \ // PR�GAALLON x�V CONCRETE BOUND �? /� / PLAN REFERENCE: PLAN BOOK 337, PAGE 5
4" INVERT AT SEPTIC TANK (OUT) 14.50 D 2 \ \ `\ 1 - - - i � Q SEPTIC TANK p/ / DRILLHOLE FOUND dj / ASSESSORS MAP: 50
/N� + J AND HELD / 4, PARCEL: 175
4" INVERT AT DIST. BOX (IN) 14.17 E ,, ,� 16.5 y \ RICHARD & ELIZABETH NETTZ MIN
X 15.4
4" INVERT AT DIST. BOX (OUT) 14.0 F /50 OLD MAIN sREET
\ // \ / / /� / ZONING DISTRICT: Bt
� � dA` \ .PUN BOOK 337, PAGE 5 16.0 � � / / /0/ •1 � SETBACKS: FRONT 30'
DEED BOOK 4045, PAGE 318 - / T-1 \ / / / ! SIDE 25
ASSESSORS MAP 50 i I a>` /
INVERTS AT LEACHING FACILITY: m \ PARCEL 175 ®PROPOSED // I t�// / REAR 20'
NA \ m \ RELOCATED/ / r / // / MINIMUM LOT SIZE: 25,000S.F.
ALBERTA BEGGS \ v
4" INVERT AT BEGINNING � �� I.' *33 FaaEsr ROAD �� z\
PROPOSED
Ep ® c / ' �) / MINIMUM FRONTAGE: 150'
' a rid A.K.A. \ o �\ TOF 17.5 -Y
OF LEACHING CHAMBER 13.80 ' G BREAKOUT 14. £ ,. f3M e�ooST ROAD
\m \ m\ / pRop ` \- /v/ / -MAX. BLD. LOT COVERAGE: 25%
50.0
PL \ /// / 1HOFR4ss MAX IMPERVIOUS COVERAGE: 70X
ELEVATION AT BOTTOM -
11.80 H � _ � \ � \ � \ / 4� 6 I FRy� al• \ (/ / o?�' MARK D. 1`yG
OF LEACHING CHAMBER - \ - / j \� // DIBB m� EXISTING TOTAL LOT AREA: 34,806± S.F.
NO OBSERVED GROUNDWATER \ o /
5.70 J \ m 1' `` N� % / / No CIVIL
" NITROGEN SENSITIVE
BOTTOM OF HOLE , - ? / / pec 13.5 of / ZONE: NOT A ZONE II
•3' / �FQrsTEa�O
Si1NG FIE" CONCRETE V CONCRETE BOUND f / / / A `� r i�S10PML
CONCRETE 16.20 E ANDRI�OLE F-O(1�J0 i
VARIANCES REQUESTED:
G.M. QED BOUND �4'E 66 46 i ,'®I _ �' " G \l SIG yy0 �y G \ RIMaSfN
15 45 �IJ6
TOWN OF YARMOUTH: // ! �' _ Sit
LP.)) \ -
.16. , \,5.f \ /� ' 5.D ^� �3 LOCUS PLAN: NO SCALE
TO ALLOW THE TOP OF FOUNDATION TO BE 0.6' ABOVE HE HIGH POINT 1 �,�/ Al z �br °`6t �� 7s.7' f see /
\ � � �F �'F ,< / / PROPOSED
IN LIEU OF 2'. A 1.4' VARIANCE IS REQUESTED. - 1 CONCRETE D s °' \ � DRIVEWAY
133.71 ' / DOILLHOLE FO D / / ! V `
ND HELD /
--� __ --12.4✓L \��� \ / \\ / ` �'Q� O N
FLOOR PLANS: NEI NO \ \X 14.1 X 14. / ` rTo G C. IN
DECK ourvD \� - /°� t 150 .\\rM 14.56
28
L NEW \� ` ` \t0 k TAG BOLT O '\ / / / C.BI \ AS0 4` 14.7 �� PL/1
ADD. KITCHEN BATH BED#1 \ \ ELEV. 17.69 / a� / / RIM 14.95 41\ Q�
` ` \ \ �\ �> 637s. NGVD 1929)\ \ O
N/F X 14.5
L JAMES & RHONDA LUMANCE \ O O 9
\ /LP.) i IF36 OLD MAIN STREET \ / L 1 \"X 15.2 v LOCUS
BOOKr
PLAN VIEW ' DEEEDA''BOOK 82571119 \.; CONCRETE /0
LIVING BE Z ir.s x� A ASSESSORS MAP 50 � BOUND TO X 14.6 / / OLD MAIN
# ._ `>! PARCEL 174 � � \ � � BE SET / / / /��v 2 � STREET
SCALE: 1' = 20 FEET \ � /
i 0 10 20.: 40 FT. \ ,. \ \ c��/ // / `b I j
REVISIONS
NO. DATE DESCRIPTION
1. 9/13/06 LOWER FND.
REL. UTILITIES
GENERAL NOTES:
1. 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
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL-
ATERIAL6.
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 j4 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)
IOX-100% MUST PASS /50 SIEVE
(0.30 mm EFFECTIVE PARTICLE SIZE)
0X-20% MUST PASS /100 SIEVE
(0.15 mm EFFECTIVE PARTICLE SIZE)
OX -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,
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REWIRED PRIOR
TO THE START OF CONSTRUCTION.
=B. THIS <YSTE+A kS NOT DESIGNED FOR
THE USE Or 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
REQUIRED.
s7l BSC w ....
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 SETTS
WORK MUST TO ALL TOWN
BYLAWS AND TIM
-�
YARMOUTH R DEPT
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 NO. 4-8884.00