HomeMy WebLinkAbout0642 SOUTH MAIN STREET - Health 642 SOUTH MAIN STREET
Centerville
A= 186 -041
S ,_■ E A DR
KEEPING YOU ORGANIZED
No. 12534
2-153LOR
SUSTAINABLE FORESTRY MIN.RECYCLED
INITIATIVE CONTENTIO%
certified Fber Sourcing p0STCONSUMER
www.sfiprcgram.org
SFW12W
MADE IN USA
GET ORGANIZED AT SMEAD,COM
No. Fee /MKAOO,
HE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE MASSACHUSETTS Yes `
2ppliLation for Bisposal 6pstem Construction Permit
Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address OK ttcNo. yQ, S0%:wV t ;� 5�- Owner's Name,Address,and Tel.No.
C 11` JCiPAt'v�
Assessor's Map/Parcel I —04
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size � �J sq.ft. Garbage Grinder( )
Other Type of Building Yc'S No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided 3 30- :7 gpd
Plan Date G—2-2 )5 Number of sheets .3 Revision Date
Title
Size of Septic Tank 2.0c�Q GC. c1C cr,2 n�pe of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) �r 4 ry jr
Cs� sm c Ar"'20 3'X / L lall-a
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
'St e e Date G /
Application Approved by �,64MAPIZM Date
Application Disapproved by Date
for the following reasons
Permit No. 'j Date Issued
I . .
r
W No. / Fee
J HE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes !
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS C
t ftplicatlon for Misposal 6pstent Construction Vermit -
1
Application for a Permit to Construct( ) Repair VUpgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 6112, So.2+1, Mc,;r) Sfi Owner's Name,Address,and Tel.No.
Asses oros^ ap ar el 0'A t-nwl
S
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
_ W u
Type of Building:
Dwelling No.of Bedrooms Lot Size !qW,:7 sq.ft. Garbage Grinder IPI ( )
Other Type of Building `- ;�C''� No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) �,-��� gpd Design flow provided gpd
Plan Date C 2 Number of sheets Revision Date
Title v
Size of Septic Tank pe of S.A.S.
"Description of Soil ) � '
Nature of Repairs or Alterations(Answer when applicable) i _
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
i
Date
Application Approved by i i f ! , Date
Application Disapproved by v _ Date
for the following reasons
Permit No. -- Date Issued
------------------------v-----------------------------------------------------------.---- -----r------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of (Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired I,,< Upgraded( )
Abandoned( )by
at 6 has been constructed in!�d
e
with the provisions of Title 5 and the for Disposal System Construction Permit NoG i Zed
�'�'
" Installer`" j Z,tr, "7 t 1 „( Designerabf
#bedrooms �_ Approved design flow gpd
The issuance of this permit hall not be construed as a guarantee that the system will fun ion de signed.
Date JJ �� Inspector ` t t .
- -----------=-------------_- -�---- ---------------------- --------------- ----------------- -------------------------
No. . .�� J Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Misposal *pstem Construction permit
Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( )
System located at �1_ A 5 4- �(''O- T�,e
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local provisions or special conditions.
Provided:Construction mus be co pleted within three years of the date of this permit. Cl--,/
Date Approved byvg� \
Town of Barnstable
�g THE T
Regulatory Services
x Richard.V. Scali, Interim .Director
BARNSfABLE, w
9Qp
16 gq.' Public Health Division 9 i6 �a,
prFbMA�b Thomas McKean, Director
200 Main Street,.Hyannis,MA 02.601
Office: 508-862-4644 Fax: 50 -790-6304 "'
Installer & Designer Certification Form_
Date: �l l y 2� Sewage Permit# ci - `S Assessor's MapTareel
P +e c N c C-r.�
Designer: =yam s jvtC Installer:
Address: )2 wrs �Ic/ fza Address:
Z
On Wte)
`.vas issued a permit to install a
Onstaller)
�1 C-C'I t ,
septic system at `t 7— 0, yyL� based on a design drawn by
(address)
r=i'tc ;'n QQn'✓jc�_ Luc ,molts l dated ._...
(designer)
V 1 certify that the septic syst:ni referenced above. was .insialle d. substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found.satisfactory.
I certify that the septic system referenced above was installed with major Changes (i.e.
greater than 10' lateral relocation of the SAS of•any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follo\v. Strip out(if required)was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed in with the terms
of the RA approval letters (if applicable) �a
Installer's Signature) Givit
„o.ss�a9
Folsz ,
_ AIZIti
(Designer's Sitgnature) (Affix Desig.ne ..ere)
PLEASE RETURN TO BARNS ABLE PCIBLIC :HEALTH DIVIS.I.ON. . CERTIFICATE
OF COMPLIANCE '61<<ILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC: HEALTH DIVISIO.IN'.
THANK VOU.
Q:',septi;;DesiLner cerT.ification Form Rev 8-14-13.doc
Engineers note:This certification is limited to an as-built inspection of system components as installed prior to backfill.The
engineer did not supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backfillinp
to specified grades with proper compaction and setting riserstcovers as shown on the design plan.
TOWN OF.BARNSTABLE
LOCATION 4;il,2 ter, mez,;� SEWAGE# ODI Cl- 5-c(
VILLAGE (pry/y��,n��jo ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. A,&o,,y5 Jnr ' 5Z28--qX-gEW
SEPTIC TANK CAPACITY /Ool,=coon N-1 O
LEACHING FACILITY:(type) �j p/y (size) i3'X ?5"
NO.OF BEDROOMS 3
OWNER ------''--
PERMIT DATE: 7-/7-Z 5 COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BYC
7
5 �S S- 3
3 7
Town of Barnstable pit
Department of Regttatory Services '
Public — }
auttssresre G:
Jn
Health Division Date _ 7 r t
200 Main Street,Hyannis MA 02b01.
rEo►ut a
Date Scheduled
l l t 01 0 CkD
Time Fee Pd,
4 +
"N'
emu:.
Soil Suitability Assessment for Sekp4qge disposal ( ,
Performed By: 2TRf"ejt S G' Z
Witnessed By;
LOCATION& GENERAL ICNFORMATION
I ovation Address l0 l 2 so` A n���� 5 Owner's Name Ja ff��s
. �v 1Q Vi�V'%r t`t�e Address tZ�Z-O.f i t1 4y'.S 5
Assessor's Map/Parcel: 18� —Q L ` 03 �05� N C" Z��°UIC
Engineer's Name
NEW CONSTRUCTION REPAIR . Telephone# 5U p'—y-7-7—�'Tv f
l.1ud Use. /g`�votR -t^ce�— Slopes(1Ya) �. �. — Surface Stones '/.(
Distances.fron% Open Water Body 2 10- ft Possible Wet;Aref f 0--e- ft Drinking Water well���d. ft
Drainage Way -/lt�� ft Property.Une f�� ft Other —ft
SKETCH:(Street nameI dimensions of lot,exact locations of test holes&Pere tests,locate wetlands in proximity to holes)
EF
t � I
�- F JT'
� .
Parent material.(geologic) Depth to Bedrock
ll Q �t
Dep"ih io Groundwater. Standing Waiet'in Hole: 70 Weeping from Pit}race
Estimated Seasonal High Groundwater• 6 4 Ct I fi
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed.standing in obs.hole: in, Depth to sail mottles. itt.
Depth to weeping from side of obs:hole: in, t7roandwa[t r Adjustment ft.
Index Well# Reading Date, Index Well level Adl,&ctor,,,,,,a=,..,_ Add:Grout dwater Level e
PERCOLATION TEST Datp— Time
Observation o
Hole# Time tit 0' Wow
OO
Depth of Pete —5.1 . l Time at 6" -&S
Start Pre-soak Time Q _ 'rime(9"-6")
End Pre-soak
Rate Min:/Inch, 2 Sv
Site;Suitability:Assessment. Site Passed Site Failed: Additional Testing Needed(YIN),
original: Public Health.Division Observation Hole Data To Be COtnpleted on Back-----------
***If percolation test is"to:be conducted Within 100' of wetland,you must first notify the,
Barnstable Conservation Division at least one(1)week prior.to beginning.
QASEPT1CIPERCF0RM.D0.0 "
DEEP.OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil other
Surface.60 (USDA). (Munsell) Mottling; (Structure•Stones;Houlders..
nsistency,% ravel
Y/
33 6•-51
SI log c Z,5-'(' (1 /
DEEP OBSERVATION HOLE LOG Hole# Z
Depth from Soil Horizon Soil Texture Soil Color Soil. Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stores,Boulders.
Consistency,%, ravel
F'3`P Ab• (det✓m Sqyt
DEEP OBSERVATION HOLE LOG -.Hole#
Depth.from Soil.Horizon Soil Texture, Soil Color Soil other
Surface(in} (USDA) {Munsell) Mottling (Structure,Stones,Boulders.
Consiste cy,%Grave
{
• 8
DEEP OBSERVATION HOLE LOG Hole#
O j
Depth from Soil Horizon Soil Texture Soil Color Soli Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsi ten. ra
Flood Insurance.Rate Man:
Above 500 yearflood boundary No `� Yes--_.._...__
wi Nn 500yearboundary No `� Yes
Within too year flood boundary No.__._ Yes..;
Depth of Naturally Uccurrine Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil abs
orption system?
stem? —
If not,what is the depth of naturally occurring pervious material?
Certification r /(q c�5�-
I certify that on l (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed,by me consistent with
the required training,expertise and experience described in 10 CMR 15A17.
Date� 1 7
Signature_ d— "_r_ t
Qi\.S,EVn0PERCF0RM.D0. 0
LEGEND
WETLAND BV W04 --10 -- EXISTING CONTOUR Bocon un o, N
3.11+ 4,1r5
x 11.98 EXISTING SPOT GRADE �
BVW 9 +� 2y+ i I i j --• g -- PROPOSED CONTOUR r
4 4\\ \ \`iz5` i /� s W( EXISTING WATER SVC. 5x
\`• ! G EXISTING GAS SERVICE
`1 B WO/3 LOCUS
X186-03
EXISTING CESSPOOLS --0.H.W.- OVERHEAD WIRES p�� °--
BUW02 / / TO BE PUMPED, 'FILLED WITH UWETLAND SYMBOL
SAND AND ABANDONED. _ ,SfSIKasmWF121312 OWETLAND FLAG-// Q0 TEST PIT cP Wes �ettoce
7.47 BENCHMARK sfa� a a
,-- W-z •03'30" P
�� ,P. BENCHMARK Uo1a Ladd Rd
overhang CORNER OF STEP
100.00' 8,47 EL.=9.01 LOCUS MAP
• 8.56 7.77 NOT TO SCALE
+
GARAGE 8,64 �" GRAVEL DRIVEWAY+ 8 0
'x SLAB 7.02 GENERAL NOTES:
8.64 8.90 8.51 �� ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL BOARD OF
50' BUFFER x BH x HEALTH AND THE DESIGN ENGINEER.
TO WETLA/Vp EX. OUTLET EX. OUTLET (^ I � 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS OF THE
disconnect / (R.05 STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE LOCAL RULES
(disconnect) (disconnect) i l AND REGULATIONS.
1EXISTING / .(� c�0• / 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO
00 HOUSE(#642)/ / An CP
{ INSPECTION AND APPROVAL BY THE BOARD OF HEALTH & DESIGN ENGINEER.
i c0 10 T.O.F.=8.9f� BM p 0 a 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING FROM
O i \1 01 O o PROPOSED SEPTIC TANK & THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN ENGINEER
/ PROVIDE NEW �j 54 = i' ` --� . BAR CONSTRUCTION CONTINUES.
/� 1 ('v W C �/I MPFR COMBINATION BEFORE CONS
SSE WER.DUTLET
---`r _ �,� t m 1 1500 500 GALLON _
Z r LIMIT INV.=6.20(min.) ____ -/ ) 5. ALL ELEVATIONS BASED ON NAVD88.
0
WORK LIMIT 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF THE
8 28 . 8.61 •'t I a� CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF HEALTH FOR
_
x
9.52 �Y O '- I ao PROPER INSPECTIONS DURING CONSTRUCTION.
� �y
x �J a�
1� x 8,65 cV x 8.65100 8.62 8.15 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
186-040 TP 1 TP-2.�' + Walk 6.57 8. THERE ARE NO PRIVATE ABUTTING WELLS WITHIN 150' OF THE PROPOSED S.A.S.
LOT AREA - - - i
/ 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS SHOWN ON
8,60 - LAMP THE PLAN OR AS OTHERWISE DIRECTED BY THE APPROVING AUTHORITIES.
I /
9867 tSF +��� 8 / 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY LOCATIONS
100' BUFFER �• '? OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING CONSTRUCTION.
TO WETLAND �r 0 SED S.A.S. ..''.:•ij I / 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS BENEATH
Zx 7, Of AND FOR 5' ON ALL SIDES OF THE THE S.A.S. AND REPLACE WITH CLEAN SAND
B.GI•`•':'/.:.`. 4 P� 9� AS SPECIFIED IN 310 CMR 255(3).
�" ^ 9G 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE INSPECTED BY
f` � �- �L 7,12 o PETER T. J'
- '- - - j� 5,96 McENTEE �_ A LICENSED SOIL EVALUATOR PRIOR TO BACKFILL.
x x 7.81 co �;i �� / O v CIVIL 13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING SEPTIC
7.60 8 �4j' / No. 35109 SYSTEM COMPONENTS NOT SHOWN ON THE PLAN.
S 7-5 TUVE-WALL � -00'---,> 4 p 14. CONTRACTOR SHALL TAKE ALL NECESSARY PRECAUTIONS TO MAINTAIN THE
_ / 5.68 £6/$TE �C STABILITY OF ADJACENT STRUCTURES.
6.46 40.03'30" SIDEWAL b SSI 15. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
! IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
6.15 6.05 - Q
INSTALL A 40 MIL POLY LINER PARCEL I D: 1 86-041
6,22 edge of pavement 5.92 TOP OF LINER, EL;=8.5
BOTT. OF LINER, EL.=6.0 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SOUTH MAIN STREET S(TOPOBT HORIZON) Y 642 SOUTH MAIN STREET, CENTERVI LLE, MA
Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
WETLAND CONSULTANT OWNER OF RECORD 41
MARSH MATTERS ENVIRONMENTAL FEMA FLOOD DESIGNATION 1 Engineering by: SCALE DRAWN JOB. NO,
MAP NUMBER: 25001 CO563J POSKEJAMES NOMINEE
M US Engineering Works Inc. 1"=20' P.T.M. 142-19
P.O. BOX 554 POSKELL NOMINEE TRUST �
FORESTDALE, MA 02644 EFFECTIVE DATE: JULY 16, 2014
AE EL12 49 HANCOCK STREET, APT.#6 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
Zone
978-434-1228 ( ) BOSTON, MA 02114 (508) 477-5313 1 6/22/19 P.T.M. 1 of 3
PROPOSED SEPTIC TANK/PUMP CHAMBER NOTE: TO PREVENT BREAKOUT, INSTALL A 40 MIL
PROPOSED D-BOX POLY LINER AS SHOWN ON SHEET 1.
PROVIDE RISERS WITH APPROVED FRAMES & COVERS INSTALL WATERTIGHT RISER &
! OVER EACH ACCESS MANHOLE AND SET TO FINISH TOP OF
OF LINER, .=8 6.0
GRADE. MANHOLES BROUGHT TO GRADE SHALL BE COVER SET TO 6" OF GRADE PROPOSED S.LL INSPECTION PORT (MIN.)
SECURED TO PREVENT UNAUTHORIZED ACCESS. F.G. PORT0 MIN. s
T.O.F.=8.9f F.G. EL.=9.6f ( ) III
F.G. EL.=8.7t F.G. EL.=8.6f PROVIDE ENOUGH WIRE MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
EXISTING SLACK TO REMOVE PUMP
47RAETD
CTION PORT,
L =10' 2" SCH 40 PVC L = 8'(MAX) 13' x 35' LEACHING FIELD W/2-4" P S.A.S., SOLIDAWITH SCREWCAP
S=1% (MIN.) TOP EL=714 4'SCH40 VC S 3' OF GRADE.
THRUST BLOCKS S=1% {MIN.
4"SCH40 PVC PROVIDE
BENDS p
B 6 s CAPPED ENDS
"• ta" TEE'S ARE TO BE 14• j ,o- MAX. G.W. EL.=3.3
'e 4" SCH 40 pvc I SLOPE OF PERF. PIPE = 0.5% I INV. EL.=7.80(END)
INVERT 24" LIQUID LEVEL INV.=8.23 INV.=8.06 r
=6.05 ern STANDING PROPOSED D-BOX 35' EFFECTIVE LENGTH
(ZABEL OR EOUAL). G.W. EL.=2.8 3 OUTLETS (MIN.) SOIL ABSORPTION SYSTEM (PROFILE)
BOTT. EL.=1.47 INV.=5.8t INV.=7.98
PROVIDE NEW INV.=5.80
SEWER 6OUTOLET EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET
TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER !
SHALL BE INSPECTED AND CLEANED ANNUALLY.
(See Pump Detail, Sheet 3 of 3) ESTABLISH VEGETATIVE COVER
1500/500 GALLON SEPTIC TANK/PUMP CHAMBER FINISH GRADE
H-10 TANK EL.=9.0(MIN.) -�
NOTES:
1) SEPTIC / ra APPROVED
C TANK PUMP CHAMBER & D-BOX SHALL BE SET FILTER••4V VY�'.A•�� �'p:'!. L ER FABRIC
LEVEL & TRUE TO GRADE ON A MECHANICALLY COMPACTED BREAKOUT ELEV.= 8.33 - iEX/STING
6" CRUSHED STONE BASE, PER 310 CMR 15.221(2). BOTTOM ELEV.= 7.30 3/4"-1 1/2" DOUBLE
2) INSTALL INLET & OUTLET TEES AS REQUIRED. WASHED STONE HOUSE(1642)
RqM!R
3) MAX. COVER OVER TANK, D-BOX & S.A.S. SHALL BE 36". 4' MIN. SEPARATION TO G.W. 3.5 6 3.5'
(WITH VARIANCE)
4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS AND 4 OF NATURALLY 13' EFFECTIVE WIDTH F
PRIOR TO CONSTRUCTION. OCCURRING PERVIOUS SOILS SOIL ABSORPTION SYSTEM (SECTION)
EST. HIGH G.W. EL: 3.3
(REDOX) 1
SEPTIC SYSTEM PROFILE
00.
DESIGN CRITERIA DATE: MARCH 14, 2019 (REF. P#15 921)
SOIL EVALUATOR: PETER McENTEE SE41542 �I PROPOSED S.A.S.
NUMBER OF BEDROOMS: 3 WITNESS: DONALD DESMARAIS RS HEALTH AGENT L-----------
SOIL TEXTURAL CLASS: CLASS I ELEV. TP- 1 DEPTH ELEv. TP-2 DEPTH t '35' -I
DESIGN PERCOLATION RATE: <5 MIN/IN 8.6 FILL FILL 0" 8.6 0"
DAILY FLOW: 330 GPD 7•1 18" 7.1 1 18"
DESIGN FLOW: 330 GPD A SANDY LOAM A SANDY LOAM
GARBAGE GRINDER: NO 1OYR 4/2 1OYR 4/2
5.6 B 36" 5.6 B 36"
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF LOAMY SAND LOAMY SAND
.74 GPD/SF 10YR 5/6 PERC 10YR 5/6
PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500/500 GAL. 0
31"/49"4.3 51" 4.2 50" S.A.S. LAYOUT
CAPACITIES C C
PROPOSED D-BOX: 1 INLET, 3 OUTLET (MIN.), H-10 MED. SAND MED. SAND
H-20(RECOMMENDED) 2.5Y 6/4 2.5Y 6/4 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
INSTALL A 13' x 35' LEACH FIELD 642 SOUTH MAIN STREET, CENTERVILLE, MA
3.3 HIGH Ism. 64" 3.3 HIGH G.w. 64"
SIDEWALL AREA: NOT APPLICABLE REDOx - REDOx - Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
BOTTOM AREA: 13' x 35' = 455 S.F. 2.8 STDG. G.w. 70" 2.8 STDG. G.W. _ 70"
TOTAL AREA:.....................................455 S.F. -0.4 108" -0.4 1 1 1 108" Engineering by: SCALE DRAWN JOB. NO.
PERC RATE: >2 MIN./INCH, 5 MIN./INCH Engineering Works, Inc. N.T.S. P.T.M. 142-19
LEACHING CAPACITY = 0.74 GPD/SF x 455 SF = 336.7 GPD STANDING GROUNDWATER, EL.=2.8 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
ADJ. HIGH G.W.(REDOX), EL.=3.3 (508) 477-5313 6/22/19 P.T.M. 2 Of 3
20" DIA. COVERS
NEMA 4 JUNCTION BOX CORROSION RESISTANT (TYP.)
& LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 12 -2
PROVIDE WATERTIGHT CONCRETE RISER WITH BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE
SECURED FRAME & COVER TO GRADE WATERTIGHT. USE SJE RHOMBUS-JB PLUGGERPROVIDE
2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE) OR EQUAL. SLACK TO ENOUGH MOVEWIRE PUMP r I T
(INSTALL QUICK DISCONNECT FOR EASY REMOVAL) I I I I
INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING I I I I I
HOISTING CABLE 709 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM A
1/8" DIAMETER. / 1,760 LB. STRENGTH FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL \ I I \ I I
PROVIDE ENOUGH WIRE ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. 6-8 1 1 1
SLACK TO REMOVE PUMP
I I 1
INV.(IN)=5.80 2"SCH. 40 DISCHARGE (THROUGH RISER-SEE PROFILE) \ \
1/4" WEEP HOLE
ALARM ON EL: 3..47 ( I I I
PUMP ON EL: 3.13 2" 90' ELBOW I I I I
PUMP OFF EL: 2.47 20' 2" SWING CHECK VALVE
BOTTOM OF 16"
PUMP CHAMBER 8" 2" SCH. 40 PVC DISCHARGE PIPE 4" KNOCKOUTS PLAN VIEW
ELEV.= 1.47 ADDITIONAL 3/16" VENT HOLE (MIN:) ABOVE PUMP FLANGE
PROVIDE 2- WIDE ANGLE FLOATS: 4" (TO PREVENT PREMATURE PUMP BURNOUT) (TYP.)
FLOAT NOA: PUMP ON/OFF-SJ RHOMBUS (PROVIDED WITH PUMP) 4"(8" H-20) 20" DIA. COVERS
FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANEL LIBERTY LE40 SERIES PUMP .4 H.P. 115 V
(ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) WITH 2' DISCHARGE, OR EQUAL /—(TYP.)
5" /
PUMP AND ACCESSORIES AVAILABLE AT: 1 •—
CAPE COD WINWATER WORKS CO., HYANNIS, MA. (508) 862-0166 1 `�
—
NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED. � 4" INLET KNOCKOUTS
PUMP DETAIL 5 -8,. T
4" OUTLET 3"
(6-'2" H-20) 4„ KNOCKOUTS
N.T.S. _.
- -- - - SUPPORT ( E NOit -
�._.----Ji 4
(4'-5" H-20) BEAMS LIQUID
AL I AVAILABLE;' (TYP) LEVEL
.. . . ........
i 5"
I 4"(6" H-20)
1-4" POLYSEAL ' CROSS SECTION A-A
INLET WT of H-10: 18,852 LBS.
BUOYANCY CALCULATIONS 3-4' POLYSEAL OUTLETS 22" WT of H-20 24,721 LBS.
H-10 SEPTIC TANK/PUMP CHAMBER 4 SPECIFICATIONS
BOTTOM OF UNIT EL.= 1.47 4.. 1.) CONCRETE 4,000 PSI AFTER 28 DAYS.
HIGH GROUNDWATER EL.=3.30
2.) CONSTRUCTION CONFORMS TO DEP TITLE V REGS.
BUOYANCY FORCE PER FOOT OF DEPTH: 'n 310 CMR SECTION 15.226.
N
12.2' x 6.7' x 1' x 62.4 lbs./cu.ft. = 5100.E lbs. N N 3.) TONGUE & GROOVE JOINT SEALED W/ BUTYL RESIN & WRAPPED
MAX. DISPLACEMENT = 3.30' - 1.47' = 1.83' ; N
MAX. UPLIFT PRESSURE = 1.83' x 5100.6 Ibs/ft = 9,334.1 Ibs. 4.) REINFORCEMENT PER ASTM C1227-93.
WEIGHT OF UNIT EMPTY = 18,852 Ibs. 4, 5.) ALSO AVAILABLE IN H-20 LOADING.
18,852 Ibs > 9,334 Ibs O.K. WIGGIN PRECAST CORP OB3H2O 14" 6) PROVIDE POLYMER WATERPROOF COATING
CROSS SECTION PLAN VIEW
DOSING & STORAGE REQUIREMENTS H-20 LOADING H-10 SEPTIC TANK/PUMP CHAMBER 1500/500
SECTION
DESIGN FLOW: 330 GPD PLAN WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774
DOSING REQUIRED: 4 CYCLES/DAY (SAND) SPECIFICATIONS
330 - 4 = 82.5 GALLONS/CYCLE 1.) CONCRETE STRENGTH 5,000 PSI ® 28 DAYS. PROPOSED SEPTIC SYSTEM UPGRADE PLAN
DISTANCE REQUIRED BETWEEN PUMP 2.) CEMENT, PORTLAND TYPE II PER ASTM C150-81
ON AND PUMP OFF FLOATS: 3.) REINFORCEMENT PER ASTM C1227-93 642 SOUTH MAIN STREET, CENTERVILLE, MA
4.) 15" RISER SECTIONS AVAILABLE
82.5 GAL/CYCLE - 125 GAL/FT = 0.6E FT/CYCLE (USE 8") Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS DB-3
STORAGE PROVIDED: DISTRIBUTION BOX: 3 OUTLET Engineering by: SCALE DRAWN JOB. N0.
INV.(IN) EL: 5.80 - PUMP ON EL: 3.13 = 2.67' 1 Engineering Works, Inc. N.T.S. P.T.M. 142-19
STORAGE PROVIDED = 2.67' x 125 GAL/FT = 332.7 GALLONS WIGGIN PRECAST CORP., BOURNE}}MA. (800) 564-6774 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
5 -I ( 08) 477 5313 6/22/19 P.T.M. 3 of 3