Zoning ReviewSYSTEM PROFILE
N07 TO SCALE
F/Ii 34.1
PROP. RISERS TO WITHIN
G"t OF FINISH GRADE
FINISH GRADE= 31.51
17/0/F= 33.0
29.22
12" min.(36- max)
i
27.50
0.0
QUID LEVEL
MIN
4' SCH 40 PVC
, �
'•
10' MIN.
14"
ulu.
D
°.•
PROPOSED 1500 GAL. SEPTIC TANK
q'
GAF
�.°
43'
BAFFLE
I0'
F/B/F=25.5
-IZ' CLEAN
STONE W/PEA
4 ROWS OF 4'
PERFORATED
5' SAND OV
(SEE NOTE!
FROM
PUMP CHAMBER
I
LEACHING AREA DETAIL
NOT TO SCALE
WOODEN POST
FFOPEX -SILT S;OF-
SED.MENT CONTP.OL
F45RlC_ OR £OUAI_
STF.£SS F.ELYrORCEME.h'T
5AN0 ( TYPICAL ) _
E.4CKFILL TFEf'CH i'
4-- 6-
NATIVE SOIL
SILT FENCE
NOT TO SCALE
2725
F E. Myers
rs
I Vy�+ 2' 1101 Ashland, eOhoarkwa44805 �/�,yy') -1969
El 4191289-1144
FAX. 419/289-6658, TLX. 98-7443
GALVANIZED/STANCES
LIFTING CHAIN OR CAB
NOTE INLET 8 OUTLET -_
LOCATIONS ON PLAN VIEW
MECHANICAL FLOAT
SWITCH
Merc=1-!rse. 9- arc:e
ce:c::or. (?.^T;`ac2
.-.odes oa •y).
4'30 HP MOTOR
?ressed :n place gait
O:i :i'""led :c: loss:
24- OPENING
CAST IRON FRAME
-- 8 COVE
Z' MIN.
S
LE
l 2.7.58
_ {
1" MIN. ELEC. CONDUIT CONNECTING
POWE
WATERPROOF JUNCTION BOX
CABLE L?
WITH GROMMET WIRE SEALS
/
SCH 40
EL. 27.0
f
-
it' MIN.
BALL SHUT-OFF
'.V
Imo-
-THREADED DISCONNECT
ALL PIPING B FITTING
-ALARM FLOAT PLASTIC WIRE
. 54" A;�'
IN BASIN: 40 (MIN)
TIE TO DISCHARGE PIPE
"ON-
y-
FLOAT ELEV. TO BE 2' ABOVE POSITION
CHECK VALVE
21-
PROP. MYERS SRM4 4/10 HP PUMP
-`/
(SEE DETAILS)
EL. 22.5
- --
1
-
` � DISCHARGE ,
- -- -
PROPOSED M 8 S 1000 GAL. PUMP CHAMBER
96"
OR EOUALI FLOATS SET TO PUMP ONCE A DAY
AT 450 GALJCYCLE WITH 450 GAL. Ell RGEN
STORAGE AFTER ALARM SOUNDS.
\ POWER CORD
.-.:C.:..,e... C..d r eiU:ck-d=D .nec!
..gala-. ......:-1n water ;nt!Inmg.
overload-o:ec:=
1
_ MOTOR SOUSING
Hecvy cast iron for
e::totem tea: 'aa`.er.
DUAL raausT � _ _ [
WASHERS SLEEVE
BEARINGS
CIl I'ub"rcc•cd _
sl -1 =e s:nctb - - CAST IRON VOLUTE
ce-attar arm t 54..- - 7t s -ses 2' Lameler
^.:• _'�'_`--.�,.-�_ - - - solids.
1,
r
MECHANICAL. SHAFT
SEAL
Carbon and ceramic
faces. body Is stationary,
prevents s:.".ng or trash
fro^ wr.nd:.n"g on seat.
UL Ei� 0
RECESSED IMPELLER
Ocem!es out of volu!e
passage. allowing
msCmum flow of liquids
and solids.
THE SRM4 MINI NON -CLOG PUN2 IS THE MOST RELIABLE
4/10 HORSEPOWER RESIDENTIAL SEWAGE PUMP AVAIL-
ABLE TODAY, The S. 1✓:4 is a p1'.:rrters/ccatractors ci:eam ..
0 will not c'o-I Its recessed i-peller design allows 2" seLd=_
to pass freely through the vo uie v,'::o :t the chance of
arnming the:-npe:Ier. The Sk1✓.4 s--es pump has a
ndtienal held.proven record of :.y Look tc your
Myers dls'ributcr for the answer c t r -es!der-ticl sewage
a' na reeds and ac s the ter ti:'.1 be the Myers
- a non-c oq *e SRM4 1 errs r yc,:I Fcr more mfor-
muticn, cc17 rc Myers a s .:>✓� cr cam,. y, cr the Myers
Ashand, Chao sa"es office ..t 419!2c9-1144.
4110 Horsepower
Residential Sewage Pump
DIMENSIONS
PERFORMANCE CURVE
ADVANTAGES BY DESIGN
DURABLE MOTOR WILL DELIVER MANY YEARS OF
RELIABLE SERVICE.
■ Oil -filled motor for maximum heat dissipatian
and continuous bearing lubrication,
le Overload protected shaded pole motor
eliminates starting stidtches.
■ Recessed vortex impeller provides minimal
radial loading for long bearing life
THE SRM4P IS ENGINEERED FOR MANY YEARS OF
MAINTENANCE -FREE OPERATION.
■ Vlide-anele piggy -back Ioat sv'acn. for mcocod.
--:.:-m drew down. (Automatic model=_)
■ Pump can be operated manuai;y by unplug-
ging piccy-back switch and pluacing pu-np
directly into outlet (Automatic mode's).
■ Recessed vortex impeller operates completely
out of volule and provides free flow t"rcuch
passage for solids and liquids,
PRODUCT CAPABILITIES
j Capoches 10
1 95 gpm
J6r imp
Heads 10
lEF.
19 a. s:nrc"_
P,-, -p Down Range
I
?ioal Switch
7 to 14 m. i °E to 356 "^"ram
Sc'.1ds " '-� ..L'nr Cayce •
2 5Cr8
uds :?andlL:p
%-w sewage, eWuent.
dram Wore -
lent Ligvd Temp.
::pto14Z=7 up106,C
Mo!o.
4'10 H? shaded pole
Ex'ac'"
116V, 12A or 230J, 6A
10. 67 Hz_
Acaepiabie p3 R'vrae
6 - 9
Disc`"= e. NF
2:r.. 50.E _m
M.--_mS pD!ame'.er
S
:E.-r. I b7:rum
r"ex
D.ple'x
JJm i62 �--1
Cors�,rc ion Materials
mv.o- =C15-s-1^y
oast _ - Gass 30, AS '.! A45
vc:u:e Crse
cast :. Gass 30, AS:7f, A45
recessed, i:-ennoplrsnc
?owe- Co m
Y n. 16'3 S_7W SJ7,V:-A li
me-::n=Jcl sw!
j carbon omit
FINISH GRADE VARYING
- �y/ % 29.5
OZ"MIN. TO 3G" MAX.I
--- - 1c -1.. .--- - - - -- _- --- -' --- 1 +Te ,5------
____28
�DS
xAYER OF -- DIA DOUBT E WASHED 51 ONE'4���LtCL1[IOMUftS1N.INES_Fl_O.U.STPR.L --28.0
4"SDR-35 PERFORATED PIPE OR EOUA SL 0.005 „ f6f'ty �5,
JZ" DIA. DOUBLE WASHED STONE FREE FROM -
ry
IRONS FINES 8 DUST �++�(1°+tf��7 v 27.5
I
I I
• I5 �
1 ' ESTIMATED SEASONAL HIGH WATE-B�9QLE 22b
- - - -SAND OVERDIG EL_ 19.9 (64"t BELOW GRADE]
1 The sanitay sewage disposal system shown hereon shall be CONSTRUCTED IN ACCORDANCEwiththe
requirements of 1995 310 CMR 15 (TITLE V) of the State Environmental Code and local Board of Health
regulations. Any MODIFICATION TO -CIS DESIGN must be approved in writing by the engineer and the local
Board of Health.
CY 2 Contractor shall verify and check the SENCHMARK(S) as shown on this plan prior to construction.
Notify the local Board of Health when are systemIs ready for INSPECTION prior to any back Cling If
CONFIRMATION OF CONS -RUCTION :,as-puiC) Is required. 3 day advanced notification is required.
L DEEP TEST HOLE INFORMATION in-cates soil condition. percolation rate, and water table elevation at the time
and location of actual testing and shot c be ve^5ed at the time of construction The contractor shall nobly the local
=car, of Heath if GROUND'; -TER o- cERC- ED WATER is encountered a: e Maher elevation tranlndlcated on
tins plan
-OP OF FOUNDATION. BASEM:EN'T a-c -IRST FLOOR elevations may be raised but NOT LOWERED w't-out
the consent of the engineer.
-less spepfled ,r tre Basis Cf Sanl:a-, _as z-. t _ syslem s NO JesioneC'or the 'use of a cartage C-incer or
caner non s'ater usage devlc=_s
Where the building sewer pipe exits th `cuncailon ABOVE the basement floor. an effluent a Odnder pump
conforming to 310 CMR 15.229 may be _sed io dlscharce A VOLUME OF LESS THAN 25% OF THE DESIGN
P 01N from anyfut,-re Dase-et bathrc- I sink faci➢ties
e If any components of the proposed _ry='e-', are speCifie"_ as HEAVY DUTY. those components shall conform to all
state and coal requirements for ASSH-C 1-20 Icadng
Tie SEPTIC TANK shall be , 500 callo_sinlmum. unless c therwse specified on this design plan and fitted with
PVC scnecule 40 INLET TEE and CUT -EE WITH GAS BAFFLE of proper length. Septic tank construction
shall conform to 310 CMR 15.226, The SEPTIC TANK OUTLET COVER is to built up to within 6" of the finished
grade unless otherwise specr5ed on this cesgr. plan.
SEPTIC TANK. DISTRIBUTION BOX. a-: PU'✓P CH.AMEER (If any) shall be placed on a 6" minimum compacted
GRAVEL EASE to prevent heawnc or sal-l'ng. ALL SEAMS ARE TO BE'VVATERTIGHT. se2led wltri ascha°
cement or other cement suitable for that sbe i`ic component.
EXCAVAALLINSUiT. MAT ^Ir `ve feet no oh ally of the leaching area from the pea sere
Cater down n IC eevation EI. c ( 64 es celC , e onglr'a. existing grade ) Excavation may be reo Jl-ed to
extend deeper If uniform suitable maie. c S no, encountered. See notes 112 & i 1b.
_F, SO[L =REPIF., 1O J PROG - JR= _ ING =i-C Ll7l A. cA s`all . co-formto 0 _ R .5.246 &
`_ 24 y EXCAVA-ION C-. UNSL IwL ces,_n2 e_ on the clan sNl conform to
Fi'': reoui,eme7,s as outlined I'. 2'.0 Cl,'- "c 2c5 it c.
c • . C. C -a.
:✓. __=s ., _ co e ., _ _ ^y D-box vent pipe sral' utilize an Ise K, :z rc-:
Vent to ex•e^d L min abo\c 01CSe .e
-"y rL_A.I'-CL-S srCwr s. d- _xCe^._ . _ _:ace a7, capped 11h a .SCH 4C ,nreaced Clean Cit fl..
No HEAVY EQL'IPM.ENT shall be ru- c• _ .-e components or the prepared leaching area curing mstatat;or.
PULLER TIRE MA.CI-�MNERY are no::c :_ q^.;en c✓er the Drepared natural soil base or sanelstone Dec curino
sys:er- icsialiai*7
TANK SEAMS. riser conhechc^s Qf any: arc all pb,;-5na joints tC be Installed 10C% WATERPROOF. AI L
CIN T S I BE AATERT,GHT, sea'4= with ru`uDer Ioints. Cement or other suitable sealer for that specl`1c
co-ponent. Any g:•cerdwater cr sur`aca :•E:C, en:e-rc me .system w9 severely Ilrnt the Ile span of the Sys.em
16 P'UMP CHAMBER Is to be M8S Precast 1000 gallon standard concrete tank, or equal. (unless otherwise specified)
with inlet and outlet locations as specified. Concrete user (d neeoed) is to be fitted with waterproof Butyl asphaltic
sealer, mortar, or equivalent. Access cover shall be 20" diamin. cast iron frame and cover to grade.
16b PUMP TYPE. MEYERS SRMS, 4/10 no with 2.0" NPT discharge. 115v.. 1 phase, 11230 volts recommended If
available at the dwelling.
16C ALARM CONTROL PANEL Audible and visual alarm panel, interior mount, equipped with 230v. pump disconnect
circuit. Alarm to be wired to a separate Circuit from Liat of the Pump.
16c FLOATS. Factory Insialled'on-o`r float switch to be field adjusted to specified elevations. Separate Mr"S
Mechanical Float Switch, with suitable C2cketiconnection to discharge PVC. for alarm. To be hard -wired n junction
box. Any necessay wining handing fixt-se is to be plastic or stainless steel.
JUNCTICN BCX_ '00% waterproof polyc-cpylene junction box. attached to the end of the electrical conduit. Is to
be Ind a!eo directly under the pump chamber access cover to fa ili,ate future pumpalarm, and float adjustments /
repairs If rser is used float 8 Dump co.,n_ctions shall be Inside rser. All w ri is to be hard -wired into junction
box. Stahpa,d `Ptug-in' connections not ._Omitted.
--REcS1;,E LINE 2- SDR-21 PVC minlmum or e. !vale-t Pressure piping Is to exit tnrouch unused knocKcut IF
NO RISER :S REQUIRED Piping Is to exit througn !ser'B" below cast Iron frame If rser Is used Pressure pipe
drains back to chamber to prevent freezin- and to be installed 48" below cradle.
Electrical wlnng between the dwelling arc Dump ohamber Is to be encasea In conduit with proper fittings at each
end t0 maintain a wa!erproo` conrec!c-. Electrical installation shall conform with the N. E O Code and any
applicable local regulations.
In, case of Dump fail -,re. the pump chamc2' and septic tank are to be pumped by a licensed sewage hauler prior t0
repairing of sewage pump. This procedure will ensure no 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 servicing, and 2. proper ventilation to be used when working on the pump to prevent a build up of sewer
gases
'5. A Backup cenerator (aoequate for supplying the sewage pump in case of slectrcal failure) is stronaly
recomme_".ded
'7 EXISTING UNDERGROUND UTILITIES shown are approximate only. Actual locations are to be verified by
Contractor prior to excavation through D.P A' and Dig -Safe procedures.
-8 S:e Is NCT coa:ec within a Special Flood -azard Zone as delreaied on FEV,A Flooc Insurance Rate -Jan =
250051 0 2LE caiec July 2. '.992.
_ Site is NCT located within an estimated ha^_fat 0`, rare wetland w•ilcl`e species
: t e CC%TRACTOFS SPC" SI -1 to secure a copy of t .ECC�DED ORDER OF CONDITI-NS arc
all ne„essary p_r^1'.s prig, any s_ce c .:v. 'F C•_RT. F'CA E OF CCVf LIA.NC,E -s required at the ccmol2'Ion
of the pro g'J '.ect. Notify the Conservation Acen: and the Enomeenno Company for any rered inspections. repb-ts.
or es bu. t plans that may be required.
- --ECi r%STRUCTION CO':.=ERENCE ' -eouired Is is be beta cerveen :ne Contractor and the Conse-'2tpn
=cent Dr1cr 1q c0"Struct'Ior roht'actor So D'oVde CCrservaidn ;-cent with riot15Cation of construction s1a�
22 ANY S;1 , r.TICN FENCING OR HAYSA.LES are to be installed as shown on the site planprior to any activity and
are to remain In p ace and be rra-^'a ec ,ail all activities are corlpieted and vegetation established
-TA.N AL SILT rCC'_+Sv_A , adalrsi the silt'enpc is tc be 'er-cvec by labor
24 r lO R ".;SLING OF VEi-I-L S s allow c within 100 feet of the resource a'ea
Lc All C3 ,S--.UCT CN LITTER A IC D_., E '.s to be removed from the vitinty of the SIfl Fence/haybale line daily.
28.18
28.24
PVC TEE Ir-
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 MINJINCH, TP 103 = <2 MINANCH
Design Rate:
10 MINJINCH Class 11 soil
PROPOSED LEACHING FIELD INFORMATION
Bottom Area:
20.0 ft (width) x 38.0 It (length) = 760 11
Design Flow Provided:
760 sq. ft. x 0.60 gpolsq.ft. = 456 gpd
SOIL SUITABILITY ASSESSMENT INFORMATION
Date(s): 08/31/99
Performed by: Kevin Silva
Witnessed by: Susan Griffin
DEEP OBSERVATION HOLE LOG
TP # 102►ll 26.02)
Depth
from
Surface
(Inches)
Sol/
Horizon
Soil Texture
(USDA)
Soil Color
(Munsel!)
Soil
Mottling
Other. Structure, Stones,
Boulders, Consistency,
Gravel
0 - 11"
A°
Sandy Loam
1 OYR 414
Friable
11 - 26"
Bw
Sandy Loam
10YR 5/8
Friable
26 - 126"
C
Sandy Loam/
Loamy Sand
2.5Y 514
Mottles @ 32"
5YR 518
Firm, Gravelly, Stones, cobbles
and Bouldres
PERCOLATION DEPTH
= 65 "
I ELEVATION = 20.6
BEDROCK DEPTH
= Refusal @ 126"
ELEVATION = 15.5
WATER AT = NONE
ELEVATION =
ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH= 32"
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)
(Munsel!)
Mottling
Boulders, Consistency, %
Surface
Gravel
(inches)
0 - 10"
A°
Sandy Loam
10YR 414
Friable
10 - 24"
( Bw
Sandy Loam
1 OYR 518
Friable
24 - 115"
C
Loamy Sand
2.SY 514
Mottles @ 33"
Firm, 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
0 NER: FERNANDO LEMOS
ASSESSORS YIAP & LOT%ip II, Portion of Lot 22
STREET LOCATION:MISHAUM POINT ROAD
ENGINEERING FIRM:
Kenneth R. Ferreira Engineering, Inc.
P.L.S. STAMP 4G 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