Request for Determinationn/f Crissman
n/f
Teal Pond
Nominee Trust
WETLANDS AS DELINEATED BY
DARTMOUTH CONSERVATION COMMISSION
AS OF 7-30-99
5uzzards Bay
LOCUS MAP - NOT TO SCALE 1
Notes
ALL WELLS FOUND WITHIN 200' OF THE PROPOSED S.A.S.
ARE SHOWN ON THIS PLAN.
PERCENTAGE OF LOT COVERAGE= 6.23%
REFER TO APPROVAL NOT REQUIRED PLAN OF LAND IN DARTMO
MA., DRAWN FOR MISHAUM NOMINEE TRUST, PLAN NO. SE 15915
DATED OCT. 1,1999 BY KENNETH R. FERREIRA ENGINEERING, INC.
BOARD OF HEALTH STAMPS
BOARD OF HEALTH STAMPS
P.E. STAMP SEPTIC SYSTEM DESIGN PLAN
OWNER: FERNANDO LEMOS
2 6 '
KEIR ASSESSORS MAP & LOT:MAP II, Portion of Lot 22
N " (Plan Lot 2)
9 ISi PF Q STREET LOCATION:MISHAUM POINT ROAD
ENGINEERING FIRM:
nneth R. Ferreira Engineering, Inc.
P.L.S. STAMP 46 Foster Street, New Bedford, MA. 02740
Tel. (508) 992-0020 Fax: (508) 992-3374
DATE: 4-25-00 SCALE: I" = 30'
CONTACT PERSON: K.J.S.
ADDRESS: same as above
TEL:
h. I o
SYSTEM PROFILE
NOT TO SCALE
F/F/F= 34.1
/O/F= 33.0 Ix
0 r"
,D
i !.
/B/F= 2.5.5
ti" -lz' CLEAN N
STONE W/PEA S
4 ROWS OF 4"
PERFORATED P
5' SAND OVE
(SEE NOTES)
PROP. RISERS TO WITHIN -
6"t OF FINISH GRADE
FINISH GRADE= 31.5t
427-50
t2" min.OG" max)
27.50
LIQUID LEVEL
N.
PROPOSED 1500 GAL. SEPTIC TANK
4.5'
FROM
PUMP CFIAMAGR
30'
LEACHING AREA DETAIL
NOT TO SCALE
µ'OODEN P�-S7'
=
PPG°EX -SILT 5 7G
SEDIMENT CON7POL
57F.ESS F.ELYFOPCEME4'T
5AND ( TYPICAL )
SACY.FILL TPENCH,
4- - 6"
h'�TIVE SGIL
SILT FENCE
NCT 70 SCALE
2725
6"
MIN. = 5'
14"
MIM.
GAG
.•• 4.Z5'
BAFFLE
F. E. Myers
a 1101 Myers Parkway
Ashland, Ohio 44806-1969
4191289-1144
FAX: 4191289-5658, TUC: 98-7443
24- OPENING -
CAST IRON FRANC FINISH GRADE= 29_5�._._.L_
--------e COVER-- ---- - -
I2" MIN-
-- --- - EL. 2758
a --EL. 2725 26
G ALVANIZEDl STANLE55 ,�. _
LIFTING CHAIN OR CABLE r . I" MIN ELEC CONDUIT CONNECTING
NOTE INLET e OUTLET
LOCATIONS ON PLAN VIEW
MECHANICAL FLOAT
SWITCH
cperc:tcn. (P;ccyba^:c
models onty
4110 HP MOTOR
P-essed . place cnd
Oii-:i'-led Ines:
a!:gr� env and hen,:
7.O
POWE
CABLE
.''
WATERPROOF JUNCTION BOX
WITH GROMMET WIRE SEALS
4- SCl1 40
`
O
7T- EL. 27.0
le, MIN,
-, BALL SHUT-OFF
-THREADED D15CONNECT
•^,
ALL PIPING n FITTING-�
--ALARM FLOAT PLASTIC WIRE
•• 54"
6
IN BASIN: II- SCH 40 WIN]
=
TIE TO DISCHARGE PIPE
FLOAT ELEV. TO BE 2- ABOVE -ON- POSITION
r
3"
_ONti
__�CIIECX VALVE
217'
;'
PROP. MYERS SRM4 4/10 HP PUMP
�/
(SEE DETAILS)
I9"
- -
EL. 22.5
•rDISCHARGE
EL. 2.2.25
- - -- - 96" -�
PROPOSED M B 5 1000 GAL. PUMP CHAMBER
I
(OR EOUALI FLOATS SET TO PUMP ONCE A DAY
102" _ _ _
AT 450 GALJCYCLE WITH 450 GAL. EMfRGEN
STORAGE AFTER ALARM SOUNDS.
\ POWER CORD
Quick-Cscon-nec'
! MOTOR HOUSING
Heavy cost Iron, for
DUAL THRUST r e:'Ic.en: n4cca: isle-.
WASHERS, SLEEVE L,.-
BEARINGS
�-
Ci: lubricated.
f. ' -i ,
er.*.crc2 s^ooth { _ F CAST IRON VOLUTE
opera':cn on:! � [ - � F �• P^._ssas 2' d,=ne:=_r
L
J_
f i
MECHANICAL SHAFT
SEAL
Ca -bon and ceramic
'aces, body!s stationary,
prevents s!%ng or trash
!--am vr,nding on seal.
CSP•1f4
��
RECESSED IMPELLER
Ooemles cut of volute
passage. allowing
maxmum flow of Liquids
and sollas.
HE SRM4 MINI NON -CLOG PUI12 IS THE MOST RELIABLE
4/10 HORSEPOWER RESIDENTIAL SEWAGE PUMP AVAIL-
ABLE TODAY.. e S I,✓,' s a p:',:-:_tea-<_1ccn7ec1c.s dream ...
;1 will not clog! 1:s recessed lmpe-_ter desiaa cllcws 2' solids
to pass freely 1rcaeh the volute -v.::hc.d the chance of
'amm'na the 4m.zeller. The SiJJ,4 se7-.-. pump has a
national field-p: c✓e^. record cf re:icb:i;y, Lock to your
flyers dS:r:bu`.=: fcr :he ans-vier t0 'j Cc7 residential sewage
-cria:ing neecs -., cna across the C EI Will be the Myers
m:r.i non-c:og, t'.E S_- ✓M4. It works for yc,:! For more infor-
maticn, coil yo.:: !..yers d.stnbuicr :ode,•, or the Myers
Ashand, Ohio sales c::ice at 419/2E9-i 144
4/10 Horsepower
Residential Sewage Pump
DIMENSIONS
>t
PERFORMANCE CURVE
ADVANTAGES BY DESIGN
DURABLE MOTOR WILL DELIVER MANY YEARS OF
RELIABLE SERVICE.
■ Oil -filled motor for maximum heat dissipation
and continuous bearing lubrication.
■ Orrerload protected shaded pole motor
eliminates starting switches.
■ Recessed -Vortex impeller provides rmimal
radial loading for long bearing Lle.
THE SRM4P IS ENGINEERED FOR MANY YEARS OF
MAINTENANCE -FREE OPERATION.
■ 1Nide-angle piaay-back floc: switch for mcrd-
muim. draw down, (Automatic modes)
■ Pump can be open ated manually by unplug-
ging piggy -back swrl and plugging pump
d':ectly into outlet (Automatic models).
■ Recessed vc-iex impeller operates cemoielely
out of volute and prc�ddes free flow in, ouch
passage for solids and liquids,
PRODUCT CAPABILITIES
CcpCc::es Te
95 gpn 36O Imp
9ecds To
.8 ft 6e
_ .'.
�19
l'rnp m i2•,_"lge
Pioal Swmch I 7 to 14 in. 1178 tc 956 ^. i
Soh3 idcncng C�cty 2 m. 5CE =
• �.. ., age, e-:iuent
.+...:.� warn,:
L-Je.^r:rent Lgnd Temp- -,:p to 14: F l ❑p tc 6-C
Motor 4'1C Pshadecpae
1550 :v :". i
Eec'ncal l 1 EV. 1 LA. Cr 25:-✓. EA_
fl, 69 Hz,
I A--epicble PH -Range '
1.1 � ._:n S'snp D=me•er
D..^.ex
l _.
l e m. 457 =
33 in, 1 762 m..^.1
construction materials
?✓,otcr:io'.:sing_ cast L-c : CLLs 50, Fc-1J A48
Verute Ccse cast n. Cass 20. P5� : A4b
L:.peSe: rc-resod, therrtopl:shc I
Power Card 120 f t 1613 SJN✓lc NJN A I
mec cricl Seel j Ccbcn cnd oe =mnc
2BA8
26.24
PVC TEE /r-
FINISH GRADE VARYING
MIN. TO 3G" MAX.)
29.5
---- ---- ---I:,-�-1.. -- -- -- - 28.5------
_`� ' -- T`'' __ 7" LAYER OF -p-��Z��D�IAL DOUBLE WASHED BONE • { 3}1'j>4'r'
PROP. DB-5 �._ I REEF rI0A1�[illN_ I INE A DUST
L4"SDR-35 PERFORMED PIPE OR EQUAL)SL: 0.005 f�'-28.0
1Z" DIA. DOUBLE WASHED STONE FREE FROM 6"
'11 IRONS FINES 8 DUSTi-"* y 27b
1
5. 5, 5 -
I
I
' ESTIMATED SEASONAL HIGH WATER TABLE
I
I
-- - - - - --- -- ---- ---- -- SAND OVERD{GEL_19.9(64"!BELOW GRADE)3
1. The sanitary sewage disposal system shown hereon shall be CONSTRUCTED IN ACCORDANCE with the
requirements of 1995 310 CMR 15 (TITLE V) of the State Environmental Code and local Board of Health
regulations Any MODIFICATION TO -HIS DESIGN must be approved in writing by the engineer and the local
Board of i-ealth.
CY 2 Contractor shall verify and check the BENCHMARK(S) as shown on this plan prior to construction.
Notify the local EoarC of Health when :-e system is ready for INSPECTION, prior to any backfilling. If -
CONFIRMATION OF CONSTRUCTIC•, as -built) is requires, 3 day advanced notdication is required_
4 DEEP TEST HOLE INFORMATION inc�ca:es soil condition, percolation rate, and water table elevation at the time
and location of actual testing and shouic pe venfiec at the time of construction. The contractor shall nctrfy the local
card of Health If GROLINE'A -TER g :RCHED +'WATER is eneo'Jrtered at as higher elevation tralrnc!c21ed on
-as pian
-Co OF FOUNDATION E,SENVENT a-_ FIRST FLOOR elevations may be raised but NOT LONIERED without
•ne oonseni of the encineer
Unless eoecf:ed in tre Eas:s cf San::a-. _esg-: :-: s systeT:.__ NCT cesionec for t`ie use of a garage ginger or
C. :net •lion v:a!er usaoe cev'ices
ne-e the building sewer pip= exits the "o ncacion -,BOVE the basement floor. an effluent a onnder pump
conforming to 310 CMR 15229 may on _sed to discharge A VOLUME OF LESS THAN 25% OF THE DESIGN
FLC,h' from any `.tire basement bathrr-, / sink `ao:l:t!es. -
8 If any components of the proposed -rys:em are specified as HEAVY D'JiY. those components shall cgnfomn to all
state and local reouirements for ASSH-C H-20loading.
The SEPTIC TANK shall be 1500 callccs minimum. unless otherwise specified on this design plan. and fitted with
PVC schedule 40 INLET TEE and OUTLET TE_ S19TH GAS BAFFLE of proper length. Septic tank construction
shall conform to 310 CtAR 15-225, The SEPTIC TANK OUTLET COVER is to built up to &thin 6" of the finished
crade unless otherwise specified on this design plan.
_ SEPTIC TANK. DISTRIBUTION BOX a-: PUMP CHAMBER (if any) shall be placed on a 6" minimum compacted
GRAVEL BASE to p-event heaving or Sergio ALL SEAMS ARE TO EE WATERTIGHT. sealed with asoha!t
cement or other cement suitabie for that sce_cfic component
EXCAVATE AL L'xSUITAB' NIATE v in fve feet horzortally of the leaching area fro- the .,_a scone
Cg\Er gown t0 61Elcign El, _ (64 _IOW the onginal exist rg grace.) Excavation may be rccurec lc
extend deeper P uniform Sul aol_ mate a s not eincguntered. See notes 11a & 11b. - -
"a F.c SO'L =R ION =RO J.+- = -E.-' -_-INGC ,4C'1_Tv shall ccrfo-m :c 3'O CVR 15 245 &
'_.<< EY.C,r•. J10'. C U.:SU. ,he :an S^al' Oonforr to Cc7s! JC:on ig
- ° C_ :'v (O iF C- 5 s..ai: c sriced C'4" solvent Feld SC � 4 PVC. --,a
•w ^ _ ..e_. _e Ibov.s comps , Lhe -_ _ al. -�ot a _-jec Any box vent pipe shall utilze an inlet ,nocko_:
Vent to extend 24" minabove p-opcsec --aoe
-y C'-_r. N- v T S s pw^ sna' ex:enc _fade as-d cagpec ..Ln a SCH 40 fnreacc-- clean`gut `ril-
" No HEAVY EOUIPM.ENT steal; oe_ run o-.e• ;-e c-r-ponen:s or the prepared leaching area during !nstaF.ation-
RUBBER -IRE MIACHINERY a-e no: tc :- a -wen aver the prepared natural soil base or sand/stone beg dunnc
Svs:em ihetaliaTgn
TANK SEAMS. user connect!c-s rrf a >, a-,C all pL;-ibino joints to be installed 10D% VJATERPP•OOF ALL
JOItJTS ttUST EE'd2ATEF.TIG: -�T, sea ec w;th rubber joints- cement or other suitable sealer for that specific
component :.ny ^yrOJ,ngwaler G- sur`.c:i_ +Lacer cr;tenng the sysem wih se'.re-e!y limit the Ice span of the System
16 PUMP CHAMBER is to be M&S Precast tODO gallon standard concrete tank, or equal, (unless otherwise specified)
with inlet and outlet locations as specified. Concrete user IF needed) is to be fitted with waterproof Butyl asphaltic
sealer, mortar, or equivalent Access cover shall be 20" diamincast iron frame and cover to grade.
t6b. PUMP TYPE MEYERS SRMS, 4110 hp. with 2.0" NPT discharge. 115v, 1 phase, 60hz (230 volts recommended if
available at the dwelling.
16C ALARM CONTROL PANEL Audible and visual alarm panel, interior mount, equipped with 230vpump disconnect
circuit. Alarm to be wired to a separate circuit from that of the Pump.
FLOATS Factory installed `on -off foal switch to be field adjusted to specified elevations. Separate MFS
Mechanical Float Switch, with suitable b-acket/connection to discharge PVC. for alarm. To be hard -wired in junction
box. Any necessary wiring hanging fixtu�e is to be plastic or stainless steel.
..� JUNCTION BOX 103% waterproof polyp-opylene junction box, attached to the end of the electrical concuit. is 10
she
installed directly under the pump charnner access cover to facilitate future pumpalarm, and float adiustmens I
repairs. If rser is used float & pump connections shall be inside user. All wiring is to be hard -wired into junction
box. S.ancard `ptuo-in' connections no! -_--rift:ed.
PPESSURE LINE 2" SDR-21 PVC min mum or ecuivalert Pressure piping Is to exit throuon unused knockout IF
NO RISER IS REQUIRED. Piping is to exit through riser 1.8" below cast iron frame if riser is used. Pressure pipe
drains back to chamber to prevent freezro and to be installed 48" below crade.
_ Electnca: wmno between the dwelling and dump chamber !s to be encased in conduit with proper fittings at each
end to maintain a waterproof connection Electrical installation shall conform with the N. E. C- Code and any
applicable local regulations.
in case of pump failure, the pump chamber and septic tank are to be pumped by a licensed sewage hauler prior to
repairing of sewage pump. This procedure will ensure nc overload of the leaching area will occur when pump in
restarted. A warning sign is recommended to be placed on the pump chamber cover stating: 1. disconnect power
prior to se-ocing, and 2. proper ventilation to be used when working on the pump to prevent a build up of sewer
cases.
A backup cenerator (adequate for supp!yi-c the sewaoe pump in case of electincaI failure) is strongly
-ecommenced
EXISTING UNDERGROUND UTILITIES shown are approximate only. Actual locations are to be verified by
Contractor prior to excavation through D.P N and Did -Safe proceoures.
Site Is :NCT coaled within a Specal Flooc -azard Zone as dehrieated on FEVA Flooc hrsurance Rate Map
250051 .024E cased July 2 1992
. _. Slle is NCT IOcal&d within an estimated ra^!tat a. rare wefiand wil de species
-_ It's ,he CO:J-RrC' ORS R SPA ,SIEIL _d to secure a copy of the RECCRDED ORDER OF CONDITION'S arc
21 necessary perm!,s prior to ary site act .':v F A CER i'=1CA-E OF COVFLIANCE '.s required at ,he corntoetion
of the pro!ect. Notify the Conservation Agent and the Ereineenric Company for any required inspections. reports.
or ae bus pans that may be ecuired.
4. c FEE C "STP_iCTiON CC'�FERENC eq'Jlre. is to be held cetweer, me CCTraetor and :he Conse-vatlon
Loert r:4.:o construction Cc':2c10r s _ .,rgvide Consen action 'Agent w,in notification of construction start.
22 ANY SILTA.TICN FENCING OR HAYBALES are to be installed. as shown on the sate plan, prior to any activity and
are to remain in place and be malntaineg r::il all activities a-e completed and veaetation established.
-,. =.tJY SLB„ L.NT.L.L SIL rCCi1 : UIIL A :N acanst the silt fence !s to be 'Cmoved by hand Iabgr.
24 NO REF!;EUNG OF VEHICLES is allows- within 100 feet of the resource area.
2`_ L.11 CONS=UC-iON LITTER A.rdD DEEF S :s to be removed from the wcinty of the Silt Fence/haybale line daily
BASIS OF SANITARY DESIGN
Building Usage:
Proposed 4 BEDROOM
Title 5 Sewage Flow:
440 GPD
Septic Tank Size:
1500 GALLON
Garbage Grinder:
NONE
Washing Machine:
YES
Percolation Rate:
TP 102 = 5 MINANCH, TP 103 = <2 MIN./INCH
Design Rate:
10 MIN -/INCH Class II soil
PROPOSED LEACHING FIELD INFORMATION
Bottom Area:
20.0 ft. (width) x 38.0 ft (length) = 760 sq.ft.
Design Flow Provided:
760 sq. ft. x 0.60 gpolsq.ft. = 456 gpd
SOIL SUITABILITY ASSESSMENT INFORMATION
Date(s): 08/31199
Performed by: Kevin Silva
Witnessed by: Susan Griffin
DEEP OBSERVATION HOLE LOG
TP # 1021EL. 26.0t)
Depth
from
Surface
Qnches)
Soil
Horizon
Soil Texture
(USDA)
Soil Color
(Munsell)
Soil
Mottling
Other. Structure, Stones,
Boulders, Consistency, %
Gravel
0 - 11"
A,
Sandy Loam
1 DYR 414
Friable
11 - 26"
Bw
Sandy Loam
1OYR 518
Friable
26 -126"
C
Sandy Loam/
Loamy Sand
2.5Y 514
Mottles @ 32"
SYR 5/8
Firm, Gravelly, Stones, cobbles
and Bouldres
PERCOLATION DEPTH
= 65 "
ELEVATION = 20.6
BEDROCK DEPTH
= Refusal @ 126"
ELEVATION = 15.5
WATER AT = NONE
ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 32"
ELEVATION =
ELEVATION = 23.33
DEEP OBSERVATION HOLE LOG
TP # 103 (EL. 25.2t)
Depth
Soil
Soil Texture
Soil Color
Soil
Other. Structure, Stones,
from
Horizon
(USDA)
(Munsell)
Mottling
Boulders, Consistency, %
Surface
Gravel
(inches)
0 - 10"
AP
Sandy Loam
10YR 414
Friable
10 - 24"
Bw
Sandy Loam
10YR 5/8
Friable
24 - 115"
C
Loamy Sand
2.5Y 5/4
Mottles @ 33"
Finn, Gravelly, Stones, cobbles
7.5YR 518
and Bouldres @ 84", pockets of
Sandy Loam
PERCOLATION DEPTH
= 64"
ELEVATION = 19,9
BEDROCK DEPTH
= Refusal @ 115"
ELEVATION = 15.6
WATER AT
= NONE
ELEVATION = -
ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH = 33"
ELEVATION = 22.45
BOARD OF HEALTH STAMPS
BOARD OF HEALTH STAMPS
P.E. STAMP SEPTIC SYSTEM DESIGN PLAN
cr�1HgF�G OWNER: FERNANDO LEMOS
KENCNvETHA. ASSESSORS PAP & LOT:Map II, Portion of Lot 22
Ng.' 835
FCISTs STREET LOCATION:MISHAUM POINT ROAD
' ENGINEERING FIRM:
Kenneth R. Ferreira Engsneering, Inc.
P.L.S. STAMP 46 Foster Street, New Bedford, MA. 02740
Tel. (508) 992-0020 Fax: (508) 992-3374
DATE: 4-25-00 SCALE: AS NOTED
CONTACT PERSON: K.J.S.
ADDRESS: same as above
TEL:
Sh. 2 o