HomeMy WebLinkAbout0310 MAIN STREET (CENT.) - Health (2) 310 MAIN STREET
Centerville
A = 208 — 048
Ill__I �JI ��REcvc«o�o
IN °
14
Nop2-153LOR
HASTINQ8.MN
TOWN OF BARNSTABLE
LOCATION 310 AJA& SEWAGE# AQj* 1 . 1-1
VILLAGE C eN t io✓v; I ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.—; lcs A ':j3'fC;,, S -L n+e S00--1-12 0-1I S34
S.f
SEPTIC TANK CAPACITY ;�000 1 S00 I SfX�1 9.L
LEACHING FACILITY: (type) Arc -3 c, (size) 14 ,:z X
NO.OF BEDROOMS .:3
OWNER ;5cqr.e e L4c.
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
i
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 BY 1. v 2D--\'O
-3015'
Rc. '
3 -17
GA RAGE
`I -20 y I I
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Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION —TOWN OF BARNSTABLE, MASSACHUSETTS YeS
Aipriration for Bisposal *pstrm Construction Permit
Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.j*A&,,nQ -o�- Ce,w,v d)-e Owner's Name,,Address,and Tel.No.
Assessor's Map/Parcel Alk—Q E_1)W CI✓f✓$
Installer's Name,AAddress,and Tel.No.o. Designer's Name,Address,and/Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size Iy,7-70 sq.ft. Garbage Grinder( )
Other Type of Building y v No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided 3 SS , Z gpd
Plan Date �J'3 I Number of sheets 3 Revision Date
Title
Size of Septic Tank 9,000d Cor-A p 15e1�S 7 Type of S.A.S. Arc 3(_
Description of Soil Se_ p►��j
Nature of Repairs or Alterations(Answer when applicable) \r.SSt4�� ►J ieu.> S e(y �- ►C
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.
Date
Application Approved Date /
Application Disapproved by Date
for the following reasons
Permit No. 3— l t Date Issued
No. D 40 L� •�... Alf 9_4 / O4 1 ff Fee �
THE COMMONWEALTH.QF MASSACHUSETTS Entered in computer: Yes
PUBLIC.,HEALTH DIVISION -TOIIfIN bF BARNSTABLE; MASSACHUSETTS
01
ltlYiLatlOn for. i�tJD�aY �pstetri Construction permit
Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. /�p;,V 4— �p �Pr )1 r Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel AIW3
• Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
�U'v+5/GS /*' /�✓U vVN 1+N�- �^�f/.vf �+,�/mot �f�Cs
Type of Building: 4
Dwelling No.of Bedrooms Lot Size Z 7(--) sq.ft. Garbage Grinder( )
Other Type of Building 16(.)o No.of Persons Showers( ) Cafeteria`( )
Other Fixtures
y Design Flow(min.required) �?rG gpd Design flow provided , 2 gpd
Plan Date -� ti, 1 r ^, V Number of sheets Revision Date
Title T
Size of Septic Tank «xMh 1— Type of S.A.S. Arc
Description of Soil
o Nature of Repairs or Alterations(Answer when applicable)
Datetlast inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
i
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.
_•- _ ( S'ig ed � _ Date G /
Application Approved --y Date
Application Disapproved by Date
i
for the following reasons
Permit No. C' / 3 Z w Cl Date Issued
------------------------------------------- -----------------------------------------------------------------------------=-------------
TH E COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded( )
Abandoned( )by a s 'i�(= J�, 7- 'i c' \
at X 1 c 2 AA C, +� < � � ,�n✓Q, f has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit NZLOY 3 /6 4 dated
Installer �,, d 5� "( �,. _ "L r, Designer-
') e,, (}J<< <
#bedrooms Approved design flow ^y /v gpd
The issuance of this permit sh not be ,onstrued as a guarantee that the system ll ction as designe . I
Date / Inspector.r p v V r �-J
--- ------------------------------------
/
Fee /"0 C
i THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
3Disposal 6pstem QGonstruction permit
Permission is hereby granted to Construct( ) Repair( �)� Upgrade( ) Abandon( )
System located at D t n A A c,',
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 must be completed within three years of the date of this Perm
Date =� 6/� Approved by �_�'
Town of Barnstable
Regulatory Services
�+ Thomas F. Geiler,Director
Public Health Division
Thomas McKean,Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: 13 13 Sewage Permit# _j(,;j Assessor's Map/Parcel O y
Installer&Designer Certification Form
r1(_, +-ee 3 E .
Designer: i=�9; n e,�r�', War 1 c s, n c . Installer: �-ro W 'A 1---c
Address: )z W. Crb S S :e leA ►ZA. Address: �� O� �cGw 14 �
�d t� MA_ ozroyy � V-f_c NA, f\4r+
Z�'3 2
On 5) �.RI -:�ti was issued a permit to install a
date (installer)
septic system at �✓' 1 y N�a�n S t <-cv\4-e, t l c based on a design drawn by
(address)
R�,(1"k� �A Le.I< I-, dated J) 3I i 3
(designer)
I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes.such as lateral relocation of the
distribution box and/or septic tank. Stripout (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 or 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 follow. Stripout(if required)was ' cted and the soils
were found satisfactory.
OF Mgssq
PETER T. �Gn
(Installer's Signature) CIv LEE C0
9 Mo.35109 O
d �asSTS��
(Designer's Signature) (Affix Design re)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
q:\office forms\designercertification form.doc
dx
Town of Bar>4 t
' Depaartutentof Regulatory Services
200=Main Sheet,Hyannis MA 0260I '
Date Scttedtled
I,O5
Fee Pd.
Soil Suitabill . Assessment r Sewa. e Dias vsal
Performed By �e i�c�2�., (c � 4 Witnessed fly-.
LOCATION&OEI RAL IlYFDRI ATE ,
L
ocation, ss "� 1-0 M a: St— Owner's Niitne
✓,��e rah Address
/Parcel: 'zo F' —Q �(� Engineer's Name
UCTION REPAIR Telephone# 50 '7�✓7'�
Land Use. �� 1 C 1X�}—, c n ' Slopes M _ (C' Surface Stones
Distances from: Open Water Body Uv r�. ft Possible Wet Area / ft Drinking Water Well
Drainage Way ft Property Line. ,� � ft .Other ft
SKETCH::(Street name,dimensions of lot,exact locations of test holes&pere tests,locate wetlands hn Proximity'Wholes)
i .
n/
C.
Parent material(geologic) �CT`�`! 'f L —Z —� Depth to Sedrock
Depth to Groundwater. Standing Water in Hole: Z3 Z`I t� Weeping from Pit:Face
Estimated Seasonal.High Groundwater ` --
DETERAHNATION FOR SEASONAL HIGH WATER TABLE'
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil:mottles: f�� lr.;
Depth to weeping from side of obs.hole: in, Groundwater,Adjusttnent.._..:,Z,,;
Index.Well.#tit W Reading Date:A�2 Index Well level +`� Add;factor„, Ag droutltl;water'10vgl,,,,�,
PERCOLATION TEST Date . Thu.�
Observation —t
Hole# I�� Time at 9"
Depth of Time nt6"
n
Stan Pre-soak Time® G'I r�.ti <�z` Time(9"-6")
4
End Pre-soak !M v
Rate MinJfncli 2/
Site Suitability Assessment: Site Passed Site Failed: Additional Testing.Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed 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.
Q:ISEPTICIPERCFORM.DOC
DEEP":OBSERVATION HOLE'LOG Hole#
Depth'from Soil Horizon Soil Texture SOiI`'Col dill: Soil Other
Surface(in.) (USDA) (Muriselq: Mottling (Stru cture,S tones,Boulders:
L L
125
DEEP
epth OBSERVATION HOZ1✓YOG Hole#
D front Soil Horizon Soil Texture Soil Color Soil Other
Surface.(in.) (USDA) (Mansell) Mottling (Structure,Stones,Boulders.Consistency.-WOfavel)
° .
6
DEEP OBSERVATION HOLE LOG Hole:#
Deoth from Soil Horizon Sort Texture SoilColor. Soil Other"
Surface(in.) (USDA) (Munselq Mottling (Structure,Stones;Boulders.
DEEP QBSE'RVATION HOLE LOG Mile#
Depth:ifrom Soil Horizon Soil Texture Soil:.Calor Soil Other
Surface{in:) (USDA) (Munsell) Mottling (Structure,Stones:Boulders.
Flood Int;ttrattce Rite Man.
Above 500 yeacfflood Boundary Yes
"VYithin 0.,'yearlioundary: No -/Within 100 year flood boundary No Yes
Death of I.aturall� r1. Pervious-Material
Does a�least`fdur>ftt of.'natuf-W', occurring pervious rnatenill st in all areas:-observed throughout = t' ,.
soil absorption system?
If not,.what.is the de
area ro oseci or e
pth of naturally occurringpervious matortal:? '
Ce--neat ti°n
I certify that on �1: �� � (date)I.have.passed thesoil evaluator examination approved tty5the
Department of Environmental protection and that the above.analysis vras performed by me consistent with `•
the required`trainirig expertise and>experience descnbed`:in 10 CUR. 150`17:
Date
Signature�.� - •
Q 1SEPT1(.1PBRCFORM.DOC
,
LEGEND y N
• O � cj
M c
S 07, — 8 —— EXISTING CONTOUR
3
33 -7-- ,``>29�0 x 9.23 EXISTING SPOT GRADE
y, + 33,26 �����\ #4 PROPOSED CONTOUR 6
x `33 78 W EXISTING WATER SERVICE
A Off` _--32- G EXISTING GAS SERVICE °o.
_ �, c,
VENT � < �
�� —$.H•W. OVERHEAD WIRES
"
INSPECTION PORT �\ 6* �`9' TEST PIT LOCUS
x � ORf' '' '° `� LOCUS MAP
r- NOT TO SCALE
PA TO SCREENED ,Q
PORCH
P' 2,
,28,02 GARAGE w 28,30 ,\ ; GENERAL NOTES:
CESSFOIC .g 28.22 ` EXISTING CESSPOOL 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
OPEN ?'7 `,> TO BE PUMPED, FILLED WITH BOARD OF HEALTH AND THE DESIGN ENGINEER.
c�0\\ 2 `� SAND AND ABANDONED. 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
` 09 O �` i (SEE NOTE 14) OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
` ` I LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
` 27J1 `` ZCD i o -310 CMR 15.405(1)(b):
w 1) A 3' variance to the 3' maximum cover requirement, for 6' of
1EX/STING 0 o n o max. cover over S.A.S. S.A.S. shall be H-20 and vented.
HOUSE(#310)
LAMP O pb 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
0
27,39 � �
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
T.O.F.=28.3f � o y �� � � DESIGN ENGINEER.
p
27,30 3 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
j FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
y � .,_
_ ,00 '� 5. ELEVATIONS BASED ON ASSUMED DATUM (APPROX. BARNSTABLE G.I.S.).
00: iv _ HC ENGINEER BEFORE CONSTRUCTION CONTINUES.
26,83 w 1 27'94 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
w N 26,95 O THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
Ln x x
0 x 26,86 W HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
o 26,90 27.27
PROPOSED SEPTIC TANK/ 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
rn Z 'PUMP CHAMBER 26'27 " 27,03 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A,S.
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
--- AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
�- ----_— DIRECTED BY THE APPROVING AUTHORITIES.
/25,59 25,55 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
LOT 8 CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
25, 2 PARCEL ID. 25.20$ "` IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
y, REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
Q 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
BENCHMARK 248-O�V 14,270fSF INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
TOP OF CONCRETE BOUND I x 24,41 24'78 I 13. THIS PLAN SHALL BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
EL.=24.42 (ASSUMED DATUM) SHALL NOT BE CONSIDERED TO BE A PROPERTY LINE SURVEY NOR SHALL
r N +' IT BE USED FOR FLOOD ELEVATION CERTIFICATION.
0O 14: THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
C4,42 27.84%� /�O OF Mgss SYSTEM COMPONENETS NOT SHOWN ON THE PLAN.
�C•24,93 50.41 „ 24.40
„ S 5,9'36 40 i
ws SEPTIC SYSTEM UPGRADE PLAN
T. PROPOSED
0 / R PROPOS
1 ETE
' 4 P 0
S
53 �p
2 �
--- � cENTEE
� M
C�NI o
STREET CENTERVILLE MA
OWNER OF RECORD UP _--� � CIVIL 3� O MAIN ,
No, 35109
EDWARDS, JOYCE A TR edge of pavement 23,89 p Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
46 'JEFFERSON ROAD 24,64 9 P A REG/S-I-- �
Engineering by:
WINCHESTER,'MA 01890 FS ENG SCALE DRAWN JOB. N0.
��
�`�. 1"=20' P.T.M. 139-13
FLOOD PLAIN DESIGNATION TION West Crossfield Road, Forest dole, MA 02644 DATE CHECKED SHEET N0.
MAIN S TREE T
NON-HAZARD L " y 3 S�3 E(508) 477-5313ngineering Works, Inc. 5/3/13 P.T.M. 1 of 3
r
THE
'. NOTE: TO FIINISHEVENT GRADEBSHALOL -NOT BE < EL.2D
7
R FOR A DISTANCE E 1 . AROUND THE
PROPOSED SEPTIC TANK/PUMP CHAMBE
PERIMETER OF THE S.A.S.
PROVIDE RISERS WITH FRAMES & COVERS OVER PROPOSED S.A.S.
EACH ACCESS MANHOLE AND SET TO FINISH GRADE. PROPOSED D-BOX INSTALL 1 INSPECTION PORT(MIN.) CHARCOAL VENT
MANHOLES BROUGHT TO GRADE SHALL BE SECURED INSTALL, RISER & COVER AT END OF S.A.S. (CONNECT ALL LINES)
T.O.F.=28.3t SECURED TO PREVENT UNAUTHORIZED ACCESS. SET TO q6" OF GRADE
(PUMP CHAMBER MANHOLE SHALL BE 20" DIAMETER)
F.G. EL.=27.8t F.G. EL.=27.8t F.G. EL.=31.0t F.G. EL.=27.5 to 32.5(rrlax.)(MAX.)
MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
}
L = 10' L ® 8'(MAx) INSPECTION PORT
® S=1% (MIN.) TOP EL.=26.75 ONE (M )
4"SCH40 PVC 4" SCH 40 PVC 14
6"
SCH 40 PVC
4' 101, PROVIDE THRUST BLOCKS/ALL BENDS 8' 0 S= 1% (MIN.) 7.13" TO
TF,�'S ARE TO BE 14. HIGH G.W. INVERT
4 SCH 40 PVC } EL.=21.0 INV.=26.87 INV.=26.70 /UNIT 20.0'
INV.=25.50 EFF�ITERTJ 5 ROWS OF 4 UNITS AT 5.0'
PROPOSED D-BOX
(ZABEL OR EQUAL)' 2 floats SOIL ABSORPTION SYSTEM (PROFILE)
BOTI•. EL.=20.75 5 OUTLETS INV.=26.59
INV.=25.25t ESTABLISH VEGETATIVE COVER
INV.=25.25 INSTALL 2 LAYERS OF FILTER FABRIC
PROVIDE NEW UNDERNEATH AND OVER"THE FIRST UNIT BACKFILL WITH CLEAN NATIVE OR
SEWER OUTLET EFFLUENT FILTER SHALL BE INSTSALLED ON OUTLET TO EXTEND 3 FEET, FOR SPLASH PAD..! PERC SAND TO TOP OF CHAMBERS
AT, OR ABOVE TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER
INV.=25.7t SHALL BE INSPECTED AND CLEANED ANNUALLY. BREAKOUT=TOP '` : ' �" :.. '•,
TOP ELEV.=27.08
(See Pump Detail, Sheet 3 of 3) INV. ELEV.=26.59
150OZ500 GALLON SEPTIC TANK/PUMP CHAMBER BOTTOM ELEV.=26.0 -77
NOTES: 2.83'
1) SEPTIC TANK/PUMP CHAMBER & D-BOX SHALL BE SET LEVEL ® 5' MIN. ABOVE BOTTOM OF EFFECTIVE WIDTH=14.3
AND TRUE TO GRADE ON A MECHANICALLY COMPACTED SIX INCH I T.P. EXCAVATION OR G.W.
CRUSHED STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). EXISTING SUITABLE
2) INSTALL INLET & OUTLET TEES AS REQUIRED. € ADJ. G.W., EL=21.0 = MATERIAL
3) MAX. COVER OVER SEPTIC TANK, D-BOX & S.A.S. SHALL BE 36". USE 5 ROWS OF 4-ADS Arc 36 UNITS WITH NO
4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR SEPTIC SYSTEM PROFILE SEPARATION BETWEEN EACH ROW & NO STONE
TO CONSTRUCTION. TYPICAL SECTION
N.T.S. TYPICAL SECTION
SOIL LOG DESIGN CRITERIA
. z�z._2O' NUMBER OF BEDROOMS: 3 BEDROOMS
DATE: MA` 2„ 2013 (REF P#13,934) SOIL TEXTURAL CLASS: CLASS I (effluent loading rate 0.74 gpd/sf)
32.6' SOIL EVALUATOR:. PETER McENTEE (SE#1542) DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY FLOW: 330 GPD
PROP I N WITNESS: DONNA, MIORANDI R.S.-HEALTH AGENT DESIGN FLOW: 330 GPD
SCREENED 0 GARBAGE GRINDER: NO- not permitted with design
PORCH �N 3:�g A Elev. TP- 1 Depth Elev. TP-2 Depth
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
30.0 28.0 FILL 24„ O29.5 O/A ., 74 GPD/SF
GARAGEZVI"
p' Ab SANDY LOAM PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500/500 GALLON CAPACITIES
' SANDY LOAM '' 28 8 1OYR 4/2 8„ PROPOSED D-BOX: 1 INLET, 5 OUTLET (MINIMUM)
� B USE 5 ROWS OF 4-ADS Arc 36 UNITS WITH N
OPEN 27.5 61 DYR 4/2 30,. O
SANDY LOAM SEPARATION BETWEEN EACH ROW & NO STONE
BRZ.WY. SANDY LOAM ; 10YR 5/8 BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT)
1OYR 5/8 26.8 32" (Arc36 Units) 20 UNITS x 5.0 LF x 4.80 SF/LF = 480.0 SF
26.0 C i48" C PERC TOTAL AREA = 480.0 SF
,t 9 36"/48' DESIGN FLOW PROVIDED: 0.74 GPD/SF(480.0 SF) = 355.2 GPD
1EXISTING M-C SAND # M-C SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN
f�OUSE(�USE�#.3��� 2.5Y 6/6 2.5Y 6/6
T.0.F=2s.3f 310 MAIN STREET, CENTERVILLE, MA
21.0 ADJ. G.W. 21.0 ADJ. G.W..
Prepared for: D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
19.2 STG. G.W., 129" 19.2 STG. G.W. _ 123" SCALE DRAWN JOB. NO.
19.0 a 132" 18.5 132" Engineering by:
Engineering Works Inc. 1,�=20' P.T.M. 139-13
' STANDING ® 129" & 123" EL.-19.2 E �N
INDEX WELL, MIW-29G ZONE D, ADJUSTMENT=1.8', APR)2013 ld Road Forestdole MA 02644 DATE CH NO.
SEPTIC OUT (508)477r531131d 5/3/13 P.T.MED 2H of 3
PERC RATE <2 MIN/IN. ("C" HORIZON)
L 12'-0'�
SEPTIC TANK SHOWN IS AS MANUFACTURED BY ACME PRECAST CO.,
INC., 520 THOMAS B LANDERS RD, HATCHVILLE, MA 02536
NEMA 4 JUNCTION BOX CORROSION RESISTANT
& LIQUID-TIGHT CABLE CONNECTORS SUPPORTED 8 I 8 SPECIFICATIONS:
BY 1-1/4" PVC WITH CONDUIT. JOINTS TO BE MADE �� CONCRETE STRENGTH: 5000 PSI AT 28 DAYS
PROVIDE WATERTIGHT CONCRETE RISER WITHWATERTIGHT. USE SJE RHOMBUS-JB PLUGGER ° ^`� �^
SECURED FRAME & COVER TO GRADE _ _ ► i
STEEL REINFORCEMENT: A-615-68, GRADE 60
OR EQUAL. SLACKDTO REMOVE PUMP ����/ �� �� DESIGN LOADING: AASHO-H10
INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING I
HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM NOTES:
1/8" DIAMETER. / 1,760 LB. STRENGTH. FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANAL 1. PROVIDE POLYMER WATERPROOF COATING.
ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. 2. TANK SHALL BE SEALED AND WRAPPED AND MADE WATERTIGHT.
INV.(IN)=25.25 2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE) 1 V-4" 3. SEPTIC TANK SHOWN IS AS MANUFACTURED BY ACME PRECAST CO.,
(INSTALL QUICK DISCONNECT FOR EASY REMOVAL) INC., 520 THOMAS B LANDERS RD, HATCHVILLE, MA 02536
2"SCH. 40 DISCHARGE (THROUGH RISER-SEE PROFILE) Aki 4'
ALARM ON EL: 23.25
PUMP ON EL: 22.58 2" 90' ELBOW W/ 1/4" WEEP HOLE I PLAN
r FOR SELF-DRAINING FORCE MAIN
M
PUMP OFF EL: 21.92 24 6" 2" SWING CHECK VALVE i 3
PUTTOM OF UMP CHAMBER 1 g" 2" SCH. 40 PVC DISCHARGE PIPE O o O
CAST IN 4"
ELEV.= 20.75 -L ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE COUPLING o 0
6" (TO PREVENT PREMATURE PUMP BURNOUT) o ------ ------ - ------------
PROVIDE 2 FLOATS: I n
FLOAT NO.1: PUMP ON/OFF-POLYLOCK FLOAT PROVIDED WITH PUMP_ 48" Liquid Level
FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANAL POLYLOCK PL-EF 04W PUMP .4 H.P. 115 V
(ON SEPARATE CIRCUIT FROM PUMP SPECIFIED) WITH 2" DISCHARGE, OR EQUAL M
PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT TO
ACME PRECAST CO. INC., FALMOUTH, MA. (508) 548-9607 } �- 8'-2" I--3'--1 -V-10" -�
NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED.
PUMP DETAIL _SECTION B-B SECTION A-A
2 COMPARTMENT 2000 GALLON-SPLIT 1500/500 (WT.=22,500 LBS.)
N.T.S. H- 10 SEPTIC TANK/PUMP CHAMBER 150OZ500
Iu E(Y } } 5 4" DIA.OUTLETS(MIN.
)
or (TP)
F' 22 4
�
BUOYANCY. CALCULATIONS f*-4
2" FORCED INLET
H-10 SEPTIC 'TANK/PUMP CHAMBER W/ VERTICAL TEE y 4" GRAVITY _}
zz OUTLET(TYP.) 22.s"
BOTTOM OF UNIT EL.= 20.75 I Z'11.5"
63.5" HIGH GROUNDWATER EL.=21.0 (ADJUSTED) 1j 9'S"
BUOYANCY FORCE PERIFOOT OF DEPTH:
�4 12.0' x 6.5' x 1"x 62.41bs./cu.ft. = 4867.2 Ibs. -22'--1 T T�4"
13° MAX. DISPLACEMENT =121.0 - 20.75 = 0.25' 4" GRAVITY I I NOTE: BOTTOM OF TEE SHALL NOT
MAX. UPLIFT PRESSURE = 0.25' X 4867.2 Ibs/ft = 1216.8 Ibs. OUTLET(TYP.) I I EXTEND BELOW FLOW LINE.
33.8" WEIGHT OF UNIT EMPTY= 22,500 Ibs.
22,500 Ibs >1217 Ibs O.K. D-BOX SHALL HAVE H-10 RATING
DOSING & „STORAGE REQUIREMENTS DISTRIBUTION BOX
TOP VIEW DESIGN FLOW:- 330 GPD
60" DOSING REQUIRED:' `` µ,330YCLE4/=82 b
END CAP END CAP GALLLONS/CYCLE PROPOSED SEPTIC SYSTEM UPGRADE PLAN
FRONT VIEW SIDE VIEW DISTANCE REQUIRED BETWEEN PUMP
END CAP
ON AND PUMP OFF FLOATS: 310 MAIN STREET, CENTERVILLE, MA
REAR/TOP VIEW
82.5 GAL CYCL - GAL FT = 0.66 FT CYCLE
/ E 125 / /
I Prepared for. D.A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
P
NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT SIDE VIEW STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS
TO CHANCE WITHOUT NOTICE. PRODUCT DETAIL MAY � EnCJIrleerlClC3 by: SCALE DRAWN JOB. N0.
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. STORAGE PROVIDED: 1"='ZQ' P.T.M. 139-13
INV.(IN) EL: 25.25 PUMP ON EL: 22.58 = 2.67' Engineering Works, Inc.
4640 TRUEMAN EiLVD ,
STORAGE PROVID 7' X 125 GAL FT = 333.8 GALLONS DATE E _ .6 MA CH SHEET HILLIARD, OHIO 43026 D 2 / 12 West Crossfield .Road, Forestdale, 02644 CHECKED EET NO.
Are 36 DETAIL 4
ADVANCED DRAINAGE SYSTEMS,INC. (508) 477-5313 5/3/13 P.T.M. 3 Of 3