HomeMy WebLinkAbout19 Sagamore Road - Sewage Disposal System Design 2SOIL TEST PIT DATA: SEPTEMBER 10, 2002
TEST PIT -#j-
GRD. EL. 10.4
EST. HIGH GW. 3.0 INDICATES
A
LOAMY SAND
10YR 4/3
LOAMY6 SAND
10YR 5/4
EL = 8.8
MEDIUMI SAND
10YR 5/6
LOAMY FINE SAND
2.5Y 5/4
EL = 3.6
EL = 3.0
EL 0.9' -
LOAMY FINE SAND
2.5Y 6/3
6"
19"
67"
81"
88"
114"
ESTIMATED
SEASONAL HIGH
GROUND WATER
INDICATES
V_ OBSERVED
GROUND WATER
INDICATES
PERC.
TEST
�j INDICATES
u UNSUITABLE
MATERIAL
DATE:
9/10/02
TEST BY-
THE BSC GROUP, INC.
WITNESSED BY:
LYNN MULKEEN-MCCARTIN
PERC. RATE:
6 MIN./INCH
SOIL EVALUATOR
CRAIG FIELD
SOIL CLASS:
1
EL = 0.4 120"
\
DOMENICK J. ROSSETTI
ASSESSORS MAP
29
L. T.A.R.
1. THIS PLAN IS FOR DESIGN AND
PLAN
0.74 G.P.D./SQ.FT.
SCALE: 1' =
10 FEET
0 5 10
DATUM:
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
VERTICAL DATUM: 1929 NGVD
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
BENCH MARK USED: TOWN OF YARMOUTH MONUMENT #4
BENCH MARK SET: TOP OF CONCRETE
BOUND EL.=10.59
PROFILE: NOT TO SCALE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL.
EL= A
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
TOP FOUNDATION
10% (MAX) BY WT. SHALL
FIRST PIPE LENGTH
BOLT ON METAL COVERS TO
PASS No. 100
TO BE SET LEVEL
FINISHED GRADE.
UNIFORMITY COEFFICIENT 0 No. 4
FOR MIN. 2'
7. EXISTING UTILITIES WHERE SHOWN
/E�L-11.5
THE CONTRACTOR SHALL BE RESPON-
FINISH GRADE.
COORDINATING THE PROPOSED CON-
:!
AND THE APPLICABLE UTILITY
EL9.6-9.7
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
4" PVC SCH 80
AT TEL 1-888-344-7233. THE
rf
THEIR ACCURACY OR THAT ALL
UTILITIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
j"`
TAKEN FROM RECORD PLANS. THE
4" PVC SCH 8
LOCATION AND INVERTS OF UTILITIES
LEACHING FIELD
28'00.
8 THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
4'®0.03
-D
onanonannnonannnnng
ADVERSE IMPACTS TO THE LEACHING
FACILITY.
I
THE CONTRACTOR PRIOR TO CONSTRUCTION
1=G
C
REQUIRED.
I -E
349 Route 28, Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
5 OUTLET
1=F
REPAIR
#19
DIST.
SEPTIC TANK
BOX
5' SEPARATION PROVIDED
PREPARED FOR:
ROBERT BARTOLINI
35 WOODLAND ROAD
IEST. HIGH �OUNDWATER
(508) 561-7400
DATE: SEPTEMBER 25, 2002
K
INVERT ELEVATIONS:
DRAWN: K. HEALY
I
TOP OF FOUNDATION
12.3
A
GARAGE SLAB
9.80
4" INVERT AT BUILDING
9.70
B
4" INVERT AT SEPTIC TANK (IN)
9.30
C
4" INVERT AT SEPTIC TANK (OUT)
9.05
D
4" INVERT AT DIST. BOX (IN)
8.90
E
4" INVERT AT DIST. BOX (OUT)
8.73
F
INVERTS AT LEACHING FACILITY:
4". INVERT AT BEGINNING
OF LEACHING FIELD
8.66
G
4" INVERT AT END
OF LEACHING FIELD
8.5
H
ELEVATION AT BOTTOM
OF LEACHING FIELD
8.0
J
ADJUSTED FOR HIGH TIDE
3.0
K
OBSERVED GROUNDWATER
0.9
VARIANCES REQUESTED:
TITLE V. SECTION 15.211: (1) TO ALLOW LEACHING SYSTEM TO BE 5' OFF FRONT
PROPERTY LINES IN LIEU OF 10'.
SEPTIC TANK DETAIL: 1,500 GALLON H-20 DISTRIBUTION BOX DETAIL: H-20 LEACHING FIELD DETAIL: NOT TO SCALE
NOT TO SCALE NOT TO SCALE NO. OF OUTLETS 9 VENT
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE 36" MAX .COVER
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE
2. SEPTIC TANK TO WITHS ND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. + .,;
REMOVABLE a• a••+.o:•o..
3
UNLESS UNDER PAVEMENT, DRIVES OR COVER "' i _ � WALLS NOTES: � FINISHED GRADE 3.0•
TRAVELED WAYS, WHEREN H-20 LOADING
SHALL APPLY. rg,5-
a.:: ' 5" 1. DIST. BOX TO WITHSTAND H-20 LOADING
3. ALL PIPE CONNECTIONS AND CONCRETE 2. PROVIDE INLET TEE OR BAFFLE WHERE
CONSTRUCTION SHALL B WATERTIGHT. 2-24" DIA CONCRETE MANHOLES T T SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR 4" PVC-' ' • • �-•
W/ METAL HANDLES BROUGHT
4. FILL ALL UNUSED KN OUTS WITH W 6" OF FINISH GRADE 20" IN PUMPED SYSTEM. eae e a e a e 4' PERF SCH 90 PVC S=0.005'/• q� / a v cu TE
°9f��,e meq,° gP�a>f�� ��°• ���°• ° rte° a"""'4o i� r. MOTH
MORTAR. 3. FIRST TWO FEET OF PIPE OUT OF DIST. �' � 'f 4'
A' $" /e ea eae a et ea eaeae eae ea eae ea84 e e
TEE TO BE UNDER 6" OUTLETS a BOX TO BE LAID LEVEL-
M.H. °4P°°de
12" MIN.
OPENING COVER ....+• •. •. �
! 6• �a rP° e e ee a ee a sea ee+ T 4. RECOMMENDED MANUFACTURER-ROTONDO LEVEL BOTTOM
RAISE M.H W,L r 6" n�� �� �� � �'4 L_ 4" OR APPROVED EQUAL F 32'
BOTTOM ON LEVEL
SEWER BRICK e- - - STABLE BASE 6" MIN_. 3 4" TO 5. ALL PIPE CONNECTIONS AND CONCRETE
& MORTAR `" '' PROFILE
10'-0" 12" CROSS-SECTION 1 1/2 CRUSHED CONSTRUCTION SHALL BE WATERTIGHT.
NORMAL WATER LEVEL STONE BASE 6 FIT BREAKOUT BARRIER SNUG AROUND
M � 3"
PRECAST SEPTIC TANK 10" 14' T
O
C T
e INLET TEE :g 5'_p^
4'-1:DE
tMr solo ON
6'-2" LIQUIDH (GAS CONN say a- TEE 30"
1
_N :t 'e -
e:
F.:.•�e:'..::
" a BOTTOM ON LEVEL STABLE BASE 9tc
D -BOX AND USE EPDXY RESIN FOR WATER 36" MAX. - 12" MIN. COVER
TIGHT SEAL
2% MIN. FINISH GRADE 4" MIN. LOAM do SEED
7. FILL ALL UNUSED KNOCKOUTS HATH MORTAR. / LOAM do SEED DISTURBED AREAS
34 MAXIMUM 15' MN
6' g44
4', e eae a`9 ae e a L2" MIN. OF 1/8" TO
a°`hP L� 1/2" WASHED STONE
i�d to e a e4eya' ea s 3po�° e e
PLAN VIEW �� 3/4" TO 1-1/2"
// ` L8^ WASHED STONE (NO FINES) L-1,5' 4' 1 (4) 1 4' 1 1.5' 1
6• MIN. 3/4" To Fr4"4 � CROSS-SECTION VIEW ��� � r A I �- �� 'T
1 1/2" STONE PLAN VIEW CROSS-SECTION
CB/LEADED DESIGN CRITERIA:
o DESIGN FLOW
0
0 3 BEDROOMS AT110G.P.B./D 330 G.P.D.
S• (� N N
REQUIRED SEPTIC TANK -
BENCHMARK:
o l� ' \ N N 330 X 200% = 660 GAL.
p \
r ITANK PROVIDED: = G
TOP OF CONC. SEPTIC 100 AL.
FFA � r 5
BOUND EL 10.59 o -
N.G.V.D.
� ^ N
CONCTRACTOR TO BE CPLAD UG \ /� \ HIGH POINT IN
AWARE OF OHWD-BOX / ROAD. ELEV
d N/F (OVERHEAD WIRE) at1 X 10.6 ti \ 10.8 NGVD
MICHAEL KACZMAREK Ar, FQ
ASSESSORS MAP 29 PROPOSED H-20 "0' ,
Y PARCEL 127 1,500 GALLON MIN Ooe O O \
o SEPTIC TANK /y 1 \ "
0 0 A q CONCTRACTOR T
N/F
PAUL D. GOODRICH
ASSESSORS MAP 29
PARCEL 118
SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <6 MIN./ INCH
LONG TERM APPL. RATE 0,70 G.P.D/S.F.
330 GPD _ 0,70 GPD/SF = 472 S.F.
to HW / F \ / \ OBE
I -
o�'� � OAWARE of WHw SIZE OF LEACHING FACILITY PROVIDED:
EXCAVATION 0LIMITS OF0 TEST PITF\tip \ (OVERHEAD WIRE)
SEE NOTES O� /
5 AND 6HW \ 330 GPD _ 0,70 SF/GPD = 472 S.F.
REMOVE & REPLACE S -
EXISTING WATER S / / 9 9S, Pss9 \ USE: LEACHING FIELD
LINE SS 0 + I
N/F
RONALD C. YATES LI E EST.
ASSESSORS MAP 9
PARCEL 119
C� 5. UPLT
BOTTOM 15' x 32' = 480 S,F
480 S.F X 0,70 GPD/SF = 336 GPD
GF, C.O. / \ 12" -OAK- . ' /v
10 ti c6/LEAD \ LOCUS INFORMATION
• 5 P jc, �9Blq /POP `s e
MI o T ro
PLUG \
\ &'CB CURRENT OWNER: LAUREL MILLS
N/F / ^/ / U \/Q \ 0/ \ TITLE REFERENCE: DEED BOOK 16017, PAGE 325
19 J
LAUREL MILLS / / < EXISTING 3 BEDROOM \ / g�. \ \ 0• $ \ PLAN REFERENCE: BOOK 33, PAGE 63
ASSESSORS MAP 29 \ DWELLING TO BE / °F.
PARCEL 126 q \ REMOVED & REPLACED / P O F \ \ ASSESSORS MAP: 29
5,400±S.F. / \ pp \ / G� �P MIN J
\ WITH A NEW // O PARCEL: 126
\ >.0 �p \ 3 BEDROOM DWELLING / �O �P CB \
\ - FO PROP. TOF 12.3 i / ONO PCS° ZONING DISTRICT. R-25
EXISTING \\r'�,�F \ // �� c�� \ SETBACKS: FRONT 30'
LEACHING AREA \ Of \ / QO \SIDE REAR 20',
TO BE LOCATED AND \ \\ //
SO• ABANDONED IN \ \ /
0 / O \ MINIMUM LOT SIZE: 25,000 S.F.
O•. ACCORDANCE WITH
F TITLE V r \ EXIST. TOTAL LOT AREA: 5,400 S.F.
�� ��`� 00 0 0
0 O \ OVERLAY DISTRICT: NOT IN A ZONE II
.s �P�� 6 • NO O
g 0� Z m \ FEMA FLOOD �-
v \ ZONE DISTRICT: ZONE A-12 (ELEVA 0��,
PANEL #250015 0005
FyOF ti0 ( OSP OF, 6.2 PROP. LOT COVERAGE
(DWELLING & DECK) 1,131± S.. (21q)
CRAIGA
00gbh N/F Na 36039 O b
00• Op9� FRANCES RAND -SHAW
ASSESSORS MAP 29 to LOCUS PLAN: NO SCALE
PARCEL 125
28
,7.7 A-4,
tn: pFMg�L4/O o° N
e$/ uN G. \SFr
N/F
\
DOMENICK J. ROSSETTI
ASSESSORS MAP
29
PARCEL 120
1. THIS PLAN IS FOR DESIGN AND
PLAN
VIEW
SCALE: 1' =
10 FEET
0 5 10
20 FT.
�•' _rtnit valid for REPAIR OF SEPTIC S STEM
ONLY, due to State and Local septic va antes.
r"rd of Health review and approval Is re. nired
for any future additions/renovations/alteratI is to
sewage facilities and/or structures/dwelling.
Yarmouth Health Department
,YV"SAPPROVE+ D
[Y me Date
LOCUS
t RO
R0.
SrMfr
FILE COPY
REVISIONS
NO. DATE DESCRIPTION
1. 4/29/08 NEW DWELLING
RELOCATE TANK
H-20 COMP.
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE DISPOSAL
FACILITY do NEW DWELLING LOCATION 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 WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
10% (MAX) BY WT. SHALL
PASS No. 50 SIEVE
<10 % OF No. 4 SIEVE SHALL
PASS No. 100
<5 % OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT 0 No. 4
SIEVE </=6.0
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 REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
8 THIS SYSTEM IS NOT DESIGNED 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
THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
11i'tsJ',�rEl
349 Route 28, Unit D
W. Yarmouth Massachusetts
02673
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
REPAIR
#19
SAGAMORE ROAD
W. YARMOUTH
MASSACHUSETTS
PREPARED FOR:
ROBERT BARTOLINI
35 WOODLAND ROAD
ASHLAND, MA 01721
(508) 561-7400
DATE: SEPTEMBER 25, 2002
COMP. DESIGN: K. HEALY
CHECK: B. YERGATIAN
DRAWN: K. HEALY
FIELD: D. GAZZOLO / J. MCCARTIN
FILE NO. 8448-SEP.DWG
DWG NO. 5320-04
SHEET 1 OF 1
JOB N0.4-8448.00
FIDE COFY