HomeMy WebLinkAbout0020 MARCHANT'S MILL ROAD - HEALTH cv S` --- - - - - - - - -
i
TOWN OF BARNSTABLE
LOCATIONf.�1' ,,w-AYE (�i I, �C�tsEWAGE#
VILLAGE ` ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. rn
SEPTIC TANK-CAPACITY — a',f
LEACHING FACILITY: (type) size) ,0� �i l
NO.OF BEDROOMS �—
OWNER
PERMIT DATE:"O COMPLIANCE DATE: d-
Separation Distance Between t e:
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) m , . Feet
1 a
FURNISHED BY a c1•. , / m",
J
o
� 00�6
3
� 3
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
4pliLation for Misposal 6pstem Construction Permit
Application for a Permit to Construct(Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Lo ation Address or Lot No.2-0 � ��' n' 3� Owner's Name,Address,and Tel.No. Z-oS'
Assessor's Map/Parcel .�(p(p W �� �� �� �� V�
Instaol`ller'ss Ngme,AddreC�and Tel.No. r� �,��,'bGr4V Des and gner's Name,Address, Tel.No.
VA,' �
a INN tom" 8 2l s f �C� is o C-6'�o5��.P.�b
Type of Building:
Dwelling No.of Bedrooms Lot Size tt�l33 + sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures 'tom -1� - �-� TO
Design Flow(min.required i7 gpd Design flow provided g gpd
Plan Date 0 o 7-1 Number of sheets 3 Revision Date
Title
Size of Septic Tank���S®1 , Type of S.A.S. l�� X%" �2, �•(� ��` yft
Description of Soil s ce— to(a
Nature of Repairs or Alterations(Answer when applicable) AAA,/ •S.VC-c
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and mainte of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environment ode and not to place the system in operation until a Certificate of
Compliance has been issued by this Boar
of ealth.
Si Date �.
Application Approved by i Date
Application Disapproved by Date
for the following reasons
Permit No. 14 Date Issued (4'^ 2�
�` `� '�1.. � �..�1�+�1"'.«+ ! r;+.n.,.,.f.�,-�':^G�^t,.,: :r. 'ty,,,.,-,�. ,w..,f.. "xx �tc...,.."a.. •"�..,,.+.,.'..xk,..,,,, �,.:r"`,.ta�..,rs.,�'�'M-r rt,�--.. `°',�'!�'�.,�
No.' Fee �?
` THE COMMONWEALTH,OF MASSACHUSETTS Entered in computer: Ye,
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2ppYication for 30isposaf6psteut Construction Permit
Application for a Permit to Construct( Repair( ) Upgrade( ) .Abandon( ) ❑Complete System ❑Individual Components
Ot7
Location Address or Lot No.2-0 thtirC�+��.3' �' �,\ t Owner's Name,Address,and Tel.No. Zo.S
"1't^''►r- �'Di''' L0►^'4a 44(p 4 rA+o,.,c~L V✓4`\ �y►i� L7t
Assessor's Map/Parcel r?.(p(p o
Installer's Name,Address,and Tel.No.'Ir°,
� L c •to L r O 1,Designer's Name,Address,and Tel.No.
fC_ -calnTkrTC+rQ tt+V 1-o.„K �0-c
ro'?) 2.P �f`7 �`1nf�S" c G. ,P►i�. m�Gs�f t _ � � >, s
Type of Building:
.,Dwelling No.of Bedrooms �" Lot Size � 3 T-or sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons. Showers( ) Cafeteria( )
Other Fixtures -to It-I(,'
" Design Flow(min.required may,�0 it;L 0 gpd Design flow provided � ,� f0 gpd
Plan . Date :O wS I�2-1 Number of sheets Revision Date
•_ �. Title tt !
Size of Septic Tank K-Zy ISPAl :rb() Type of S.A.S. ��`�Cp 3a W1 L� rerji' ` . ,c-s-
Description of Soil t OC4
' � y
i .
Nature of Repairs or Alterations(Answer when applicable) A Z- 9C e--
6
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 Environmenta,aCod�d not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.o
f n
-S ie` d �
Application Approved by �'
/.'_ ,+ Date
Application Disapproved by C „ Date
for the following reasons e
Permit No. �-U�� 14 J Date Issued C�-. rro
- --------•------- t- ---- -- -- -- -- -- -- - - - -- -------------
- - - -
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(y Repaired( )° Upgraded( )
Abandoned
( ) y ,;...
b �pf'1,.,. �,t ��..r"ra.� I�;K`Ga'! ,k.,�s••'/'�tf'�.._..
-� -V
at -O. 4C?1..►•.r J�'r _ k-�.Qn,�� has been constructed in accordance
with the provisions'of Title 5wand th�Dispo al System Construction Permit No. /2- f� M.Zated
Installer - Designer E^X'lgua
#bedrooms Approved design flow gpd
The issuance of this permit shall not b''hconstrued as a guarantee that the system will f\uncti" ign`as desig ed. r'
Date �CT7 e Inspector
-----------------
No. r!-(7 2-1 o. I H 3 , -Fee 156)
THE COMMONWEALTWOF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
]Disposal 6pstem CDnstrULtlOn erinit ,
Permission is hereby granted to Construct( ) epair( ) Upgrade( )+ µ Abandon
System located at O
a :,and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
t Title 5 and°the following local provisions or special conditions.
Provided:Construction must be completed within three years of the date of this permit. � _
17
Date -" (� �` Approved by � f t!
Y ry
Town,of Barnstable
pFTBE
Regulatory Services
seanrsrast.�.
Richard V.Scali,Interim Director
9� "�. ��� Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Designer Certification Form
Date: 6 Z�ZZ- Sewage Permit# .- Assessor's Map\Parcel z 6 Z
Pce c-+ N c Cn tee i(1
Designer: rr t s jnr, Installer: 3-o�l C� � Scc A:✓� ��
Address: 12 Wr C r sP.� /c/ f2 Address: k-
1-U-esfdclLe,!' A aZ��/y 1�arsha If Mct�S M�
a2�y�
On _ .Sek;Lc sCcto was issued a permit to install a
( ate) (installer)
septic system at 26 Mc..r'.G.atiJ-s M 1l 1 based on a design drawn by
(address)
Crt9 i'n.eeri'✓1 lrUa L(s�f h dated 3 �2t
(designer)
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. 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 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. Strip out(if required)was inspected and the soils
were found satisfactory.
c ify at the sy in r erenced above was constructed in with the teens
o e rpv ttt ifapplicable)
PE?ER"f• �m
McENTEE
(Installer's Signature) No13 9
Q6Z�7&el__
(Designer's Signature) (Affix Design ere)
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:1Septic''-Designer Certification Form Rev 8-14-13.doe
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,backfiliing
to specified grades with proper compaction and setting risersicovers as shown on the design plan.
I
1
LEGEND
—— 38 —— EXISTING CONTOUR
x 30.98 EXISTING SPOT GRADE
37.3 PROPOSED SPOT GRADE
—W PROPOSED WATER SERVICE
TEST PIT
BENCHMARK 20 Marchanl's Mill
Hyannis,MA,02601
14ycannis m Club 10
Tennis Shop Y
0nun,cc
4 S
LOCUS MAP
PROPOSED SEPTIC TANK/
PUMP CHAMBER
LIMIT OF WORK
SILT FENCE/HAYBALES PROPOSED S.A.S. INSTALL A 40 MIL POLY LINER
EXISTING SEPTIC SYSTEM 14'x3O' FIELD TOP OF LINER, EL.=12.6
TO BE REMOVED �� BOTTOM OF LINER, EL.=10.2
r �... �, 21.•2�--— - _ � 43 79• 3 REeAR INSTALL NEW WATER SERVICE
49.23 -
& CAP
ZONE E�EL"12)-"j•7 4.3 S7 UND
'' /J •'. `V EXTEND 1 x to•2xl
G AVEL
/._ --- VENT♦ --
� RIVEWA >,- , I —�� ta.o —`�2
TP_2 �
BORDERING E7r7 w 1 L�/ NEW x OF GRAVEL �!
X/SArYC / GAKAG!~' -
VEGETATED FST HOUSE I /��ii� /w BOAT ojr roNt���gi t ----- -�4 8
WETAND }BOATRAQY 1�3. i� 3 RA 1 L------ DR`i'EWA
&S7EPS TO 1� '�//��JJ/ 00 L - GRL_ _
BEREMOv£o �! NEW,GU.EST ` o �� GRAB ----
E IP/ 1a9
/ / N �QV X--_?n
OOUS 4,2� 11.5 I oRnsg'`.�s_AC-F--ia 5 � __/x °`
VER ♦ �i U ELECT. -�? �JLI
BENCHMARK 6.% ` J aoRCH � 3 �/ ��♦ z e5l R CE x„ ,E.3 Ev
4 ,s.z
STONE WALL,J� -STONE,<<< ; -E i4
POOL CORNER �° 1, PATIO tz '
Y WALL 136.30
EL.=13.0 z / �� I REBAR / RERAR
�v I & CAP FOUND
u.
Z 1 '/,�.�.. .,,,,,,..,- .',' ..,.......,... Y,F/+ 15.2:FdUND / -
SD 9.s _ -s P'siE�o POOLl� ,%:3
Zp11 �F / i m ta. f:7� } I rrm�i 6.2
xi �- °-
B m /
PATIO \, "ram ! ;6 a GARAGE
e'lJ
- -- / SPA + 11 I " � o
Doi
'- 1 2 1 12.9 • -aL�`� f f'•� t L.._'e_LGLL1 (! - '� -
6.7 io
13.9
lkIS.! dip
jn
'GAIE
. S # .. I ,.. 1 - .. i,v..,l,t.. ..� _}+✓, ,.. .. - F11 -
r
GRAVEL I I
HOUSE1 /'` I r DRIVEWAY I a^
100' BUFAER '/ LAM 1 j
TO B.V.W ,
i x15., FEXISTING-/ --- i
' `HOUSE120�
3.6 �' F.F. 20. 8 I rl l
f, r
EXISTING SEPTIC
SYSTEM FOR THE , `/ "� c"`'` 7 ' � t , I
PRIMARY DWELLING T x,fi-6 °R I 119.7 '
TO REMAINy / I C'I
ri '
1• r 1 I
c �_ 11 I 1{ LFISTiNG n ' g'E
12.4 ( - xt8.7 1 I HDUrx` f% wnr_
1 j x17.6( 4i v' I- i -'J j _ - uE?E
PARCEL 28 '
I e I l
49,133t S.F. LAWN
I . +
J I
JO' I I l
LAWN PARCTL 29
P - Z
t r/ 1 .2 jv
FLAG THONWS X, &
s
I ,
MCCARTHY \\1 El
19.2
'B/DMG4 ` 1 \ GAS !
F SERVICE 1
r UR O V Nn
16.0 J POST AND RAIL FEN..[. -- - -- - 18.1 EDGE
_ - - 129.26 MILL (22' WIDE)
_ ARCHAN7', S
[SITE BEN&GAN:
CB/DH TR. NAIL
FOUND EL. 19.08
�� OF Mgss9�y
o� PETER
McENTEE
" No `35 09 N PARCEL ID: 266-028
fEMA FLOOD DESIGNATION L ` PROPOSED SEPTIC SYSTEM UPGRADE—GUEST HOUSE
MAP NUMBER: 25001CO568J 20 MARCHANTS MILL ROAD, HYANNIS, MA
EFFECTIVE DATE: JULY 16, 2014
Zone AE (EL12) Prepared for: COTUIT BAY DESIGN, 43 Brewster Rd, Moshpee, MA 02649
WETLAND CONSULTANT Engineering by: SCALE DRAWN JOB. NO.
MARSH MATTERS ENVIRONMENTAL OWNER OF RECORD Engineering WOYkS Inc. 1"=40' P.T.M. 127-21
P.O. BOX 554 LAMB, JOSEPH III & EVEN \4
FORESTDALE, MA 02644 46 YARMOUTH ROAD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
978-434-1228 WELLESLY, MA 02481 (508) 477-5313 3/8/21 P.T.M. 1 Of 3 I,
I
PROPOSED SEPTIC TANK/PUMP CHAMBER NOTE: TO PREVENT BREAKOUT, INSTALL A 40 MIL
PROVIDE H-20 RISERS WTH FRAMES & COVERS PROPOSED D-BOX POLY LINER AS SHOWN ON SHEET 1.
OVER EACH ACCESS MANHOLE AND SET TO FINISH INSTALL WATERTIGHT RISER & TOP OF LINER, EL.=12.6
GRADE. MANHOLES BROUGHT TO GRADE SHALL BE COVER SET TO 6" OF GRADE PROPOSED S.A.S. BOTT. OF LINER, EL.=10.1
SECURED TO PREVENT UNAUTHORIZED ACCESS. INSTALL INSPECTION PORT (MIN.) VENT- MAINIFOLD BOTH
T.O.F.=14.2t F.G. EL: 14.2f F.G. EL=14.0 to 14.5t DISTRIBUTION LINES
F.G. EL=11.3t F.G. EL=14.5f PROVIDE ENOUGH WIRE MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
EXISTING SLACK TO REMOVE PUMP
L = 5' MAX 4" DIAM. INSPECTION PORT,
L =54' 2" SCH 40 PVC ( ) 14' x 30' LEACHING FIELD W/2-4" PERFORATED IN S.A.S., SOLID
( SCH 40 PERF. PVC DISTRIBUTION LINES ABOVE S.A.S., WITH SCREW CAP
® S=1% (MIN.) TOP EL-10.32 4'SCH40 PVC SET TO WITHIN 3' OF GRADE.
PRO�I'TE THRUST 6�OCK5 C 5=1% WIN.}
4"SCH40 PVC ID All BENDS
10' o• MAX. G.W. EL 6.4 6" EFF. DEPTH
TF�it
H40 PVCE19 SLOPE OF PERF. PIPE = 0.5% INV. EL.=12.00(END)
INVERT ! INV.=12.37 INV.=12.20
=8.90 �SJ STANDING PROPOSED D-Box 30' EFFECTIVE LENGTH
cz��OR E° >: G.W. EL. 5.3 3 OUTLETS (MIN.) SOIL ABSORPTION SYSTEM (PROFILE)
mmmm
BOTr. EL=a.15 INV.=8.65t INV.=12.15
CONNECT TO EXISTING INV.=8.65
SEWER OUTLETS EFFLUENT FILTER SHALL BE INSTALLED ON OUTLET
INV.=10.Ot TEE AS MANUFACTURED BY ZABEL OR EQUAL. FILTER NEW STONE DRIVEWAY SURFACE
SHALL BE INSPECTED AND CLEANED ANNUALLY.
(See Pump Detail, Sheet 3 of 3) FINISH GRADE
1500/500 GALLON SEPTIC TANK/PUMP CHAMBER IF-EL.=114.0 to 14.5t
H-20 TANK APPROVED
NOTES: FILTER FABRIC
BREAKOUT ELEV.=12.5
i) SEPTIC TANK/PUMP CHAMBER & D-BOX SHALL BE SET
LEVEY & TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=11.50 RMWOM3/4"-1 1/2" DOUBLE
6" CRUSHED STONE BASE, PER 310 CMR 15.221(2). 4 6 4' WASHED STONE
2) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. SEPARATION TO G.W.
3) MAX. COVER OVER TANK, D-BOX & S.A.S. SHALL 8E 36". AND 4' OF NATURALLY 14' EFFECTIVE WIDTH
AND
PERVIOUS SOILS
• 4) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS SOIL ABSORPTION SYSTEM'(SECTION)
PRIOR TO CONSTRUCTION. EST. HIGH G.W. EL: 6.4
SEPTIC SYSTEM PROFILE
BUOYANCY CALCULATIONS
H-20 SEPTIC TANK/PUMP CHAMBER
BOTTOM OF UNIT EL.= 4.15
HIGH GROUNDWATER EL.=6.40
BUOYANCY FORCE PER FOOT OF DEPTH:
GENERAL NOTES: 12.2' x 6.7' x 1' x 62.4 Ibs- cu.ft. = 5100.6 Ibs-
MAX. DISPLACEMENT = 5.4' - 4-15' = 225'
1. ALL CHANGES TO "PHIS PLAN MUST BE APPROVED BY THE LOCAL MAX. UPLIFT PRESSURE = 2.25' z 5100.6 Ibs/ft = 11,476.4 Ibs.
BOARD OF HEALTH AND THE DESIGN ENGINEER.
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENI•S WEIGHT OF UNIT EMPTY 24,721 Ibs.(H-20)
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS. EXCEPT AS REQUESTED BELOW: 24,721 Ibs > 1 i,476 Ibs O.K.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE .BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DOSING & STORAGE REQUIREMENTS
DESIGN ENGINEER.
4. ANY CONDITIONS ENCOUNTERED DURING-CONSTRUCTION DIFFERING DESIGN FLOW: 220 GPD
FROM THOSE- SHOWN-HEREON SHALL BE'F',EPORTED TO THE DESIGN DOSING REQUIRED: 4 CYCLES/DAY (SAND)
ENGINEER BEFORE CONSTRUCTION CONTINUES.. 220 = 4 = 55 GALLONS/CYCLE
5. ALL ELEVATIONS BASED ON NAVD88. DISTANCE REQUIRED BETWEEN PUMP
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF DI AND PUMP OFF FLOATS:
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION- 55 GAL/CYCLE - 125 GAL/FT = 0.44 FT/CYCLE (USE 6")
7. WATER SUPPLY PROVIDED BY TOWN WATER SUPPLY. STORAGE REQUIRED ABOVE WORKING LEVEL: 330 GALLONS
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED SEPTIC SYSTEM. STORAGE PROVIDED:
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS INV.(IN) EL: 8.65 - PUMP ON EL: 5.82 = 2.83'
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE STORAGE PROVIDED = 2.83' x 125 GAL/FT = 353.8 GALLONS
DIRECTED BY THE APPROVING AUTHORITIES.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING SOIL LOG
CONSTRUCTION.
1-1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND DATE: FEBRUARY 19, 2021 (REF. TPT 21-32)
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). SOIL EVALUATOR: PETER McENTEE PE (SE-1542)
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE WITNESS: DONALD DESMARAIS RS HEALTH AGENT
INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL
13. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH
SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. 14.2 0" 14.2 0"
14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND FILL FILL
WILL ACCOMPANY A SITE PLAN BY WARWICiK & ASSOCIATES SHOWING
PROPOSED BUILDING SETBACKS FOR BUILDING PERMIT. 13.7 6" 13.7 6"
B LOAMY SAND B LOAMY SAND
IOYR 5/6 10YR 5/6
DESIGN CRITERIA 12.2
� PERC 12.0 0 2s'
9"/27"
NUMBER OF BEDROOMS: 2
SOIL TEXTURAL CLASS: CLASS I MED. SAND MED. SAND
2.5Y 7/4 2.5Y 7/4
DESIGN PERCOLATION RATE: <2 MIN/IN
DAILY FLOW: 220 GPD
DESIGN FLOW: 220 GPD 6.4 HIGH G.W. - 94" 6.4 HIGH G.W. 94"
GARBAGE GRINDER: NO REDOx REDox
LEACHING AREA REOUIRED: (220 GPD) = 297.3 SF 5.3 STDG. G.W. - 104" 5.3 I STDG. G.W. 104"
74 GPD/SF 4-6 115" 4.6 ` 115"
PERC RATE: <2 MIN./IN.
PROPOSED SEPTIC TANK/PUMP CHAMBER: 1500/500 GAL., H-20 STANDING GROUNDWATER, EL=5.3
ESTIMATED HIGH GROUNDWATER, EL.=6.4 (REDOX)
PROPOSED. D-BOX: 1 INLET, 3 OUTLET (PAIN.), H-20
PROPOSED SEPTIC SYSTEM UPGRADE-GUEST HOUSE
.INSTALL AN 14' x 30' LEACH FIELD
SIDEWALL AREA: NOT APPLICABLE 20 MARCHANTS MILL ROAD, HYANNIS, MA
BOTTOM AREA: 14' x 30' = 420 S.F. Prepared for: COTUIT BAY DESIGN, 43 Brewster Rd, Mashpee, MA 02649
TOTAL AREA:........ ............................420 S.F. Engineering by: SCALE DRAWN JOB. NO. I
Engineering Works, Inc. N.T.S. P.T.M. 127-21
LEACHING CAPACITY = 0.74 GPD/SF x 420 SF 310.1 GPD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 3/8/21 P.T.M. 2 Of 3
NEMA 4 JUNCTION BOX CORROSION RESISTANT
& LIQUID-TIGHT CABLE CONNECTORS SUPPORTED
PROVIDE WATERTIGHT RISER, FRAME BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE
& SECURED COVER SET TO GRADE WATERTIGHT. USE SJE RHOMBUS-JB PLUGGER
OR EQUAL. PROVIDE ENOUGH WIRE
SLACK TO REMOVE PUMP
INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING
HOISTING CABLE 709 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM
1/8" DIAMETER. 1,760 LB. STRENGTH FLOAT TO SJE RHOMBUS TANK ALERT XT ALARM PANEL
PROVIDE ENOUGH WIRE ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP.
SLACK TO REMOVE PUMP
INV.(IN)=8.65 2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE)
(INSTALL QUICK DISCONNECT FOR EASY REMOVAL)
ALARM ON EL: 6.15 2"SCH. 40 DISCHARGE (THROUGH RISER-SEE PROFILE)
PUMP ON EL: 5.82 j 2" 90' ELBOW W/ 1/4" WEEP HOLE
FOR SELF-DRAINING FORCE MAIN
PUMP OFF EL 5.32 18 2" SWING CHECK VALVE
BOTTOM OF 14"
PUMP CHAMBER j - 2" SCH. 40 PVC DISCHARGE PIPE
ELEV.= 4.15 ; ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE
PROVIDE 2- WIDE ANGLE FLOATS: �6., JO PREVENT PREMATURE PUL1P BURNOUT)
FLOAT NOA: PUMP ON/OFF-SJ RHOMBUS (PROVIDED WITH PUMP) LIBERTY LE40 SERIES PUMP .4 H.P. 115 V
FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANEL WITH 2" DISCHARGE, OR EQUAL
(ON SEPARATE CIRCUIT FROM PUMP SPECIFIED)
PUMP AND ACCESSORIES AVAILABLE AT:
CAPE COD WINWATER WORKS CO., HYANNIS, MA. (508) 862-0166
NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED.
PUMP DETAIL
1-4" POLYSEAL INLET
3-4" POLYSEAL OUTLETS 15"
F1 3/4"
N ico n
t N L0 o o NEW GUEST 7
o ! i ( I ;;0 F-I HOUSE I
� t n 0
+ 2.. I 1 c T.O.F.=14.2LL 7-1
SECTION
SPECIFICATIONS PLAN
_I
1.) CONCRETE STRENGTH.4,000 PSI 0 28 DAYS-
2.) CEMENT, PORTLAND TYPE II PER ASTM C150-81
3.) REINFORCEMENT PER ASTM C1227-93
4.) 15" RISER SECTIONS AVAILABLE
DB_3 —10 NEW GUEST
DISTRIBUTION BOX. 3 OUTLET 0
_ - - _ _ HOUSE D
WIGGIN PRECAST.CORP., BOURNE MA. (800) 564-6774
20" DIA. COVERS
(n°)
12'-2.
0)
I ! fi f •0,
A 1 1 ! t l 1 A
0
J t I1 o
t 1 i 1 p cv
! t ii rn 01
01
4" KNOCKOUTS PLAN VIEW
(TYP.)
4"(8'H-20) 20" DIA- COVERS
5'-8" ' a,'OUTLET " 4 INLET KNOCKOUTS
(6 '2" H-20) KNOCKOUTS
4 4'—3" SUPPORT (SE_NOTE 3}� 4'9" H-7.0)
:; SEAMS LIQUID (?
(4•-5" H-20) NCM AR E T (TYP) LEVEL
4..(6" H-20) -14'—
CROSS SECTION A-A
WT of H-10: 18,852 LBS.
WT of H-20 24,721 LBS.
SPECIFICATIONS SEPTIC LAYOUT
1.) CONCRETE 4,000 PSI AFTER 28 DAYS.
2) CONSTRUCTION CONFORMS TO DEP TITLE- V REcs.
310 CMR SECTION 15 PROPOSED SEPTIC SYSTEM UPGRADE—GUEST HOUSE
3.) TONGUE & GROOVE JOINT SEALED W/ BUTYL RESIN
4.) SEAL & WRAP TONGUE: & GROOVE SEAM. 20 MARCHANTS MILL ROAD, HYANNIS, MA
5.) REINFORCEMENT PER ASTIVI C1227-93.
6.) AVAILABLE IN H-10 & H-20 LOADING. Prepared for: COTUIT BAY DESIGN, 43 Brewster Rd, Moshpee, MA 02649
7.) PROVIDE POLYMER WATERPROOF COATING Engineering by:. SCALE DRAWN JOB. NO.
H-20 SEPTIC TANK/PUMP CHAMBER 1500/500 Engineering Works,Inc. N.T.S. P.T.M. 127-21
12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
WIGGIN PRECAST CORP., BOURNE MA. (800) 564-6774 (508) 477-5313 3/8/21 P.T.M. 3 Of 3
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