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AN't" . •
CONSTRLTt';;TTOiV NOTES _
? r.ENE P\\AL t
A* The contractor :shall .also comply with the con-
t e n s of the sP -ec� f1-cations of t is house.
B. Do not scale drawings,, .follow dimensions at3 ,
shown on p lan.s ,
C, it is the responsibility of the Contractor and
owner to comply with all the applicable codes,
laws, rules any regulations in the construction �
of this house.
CONCRETE
A_ , All foundations and footings shall be Cast on
solid approved bearing soil, minimum 3'-6'' be-
low grade, adju.scable to requirements of the
local code.
B. Concrete mix: 'a) For foundations & footings:
stone concrete, 1:2:4, 3000
psi minimum.
b) For concrete slabs: 1:3:51 --
2500 psi minimum.
C. Unless .shown o":herwise, concrete slabs shall be
J-r -r ^ 0
4" thick, on 4 "' gravel bed on soli-� err1-1
1 Af
- - . �, s0, , �1T �n 6 11t�� -- 10 /1 1 �iel .erz. 'r,, re mesh ,
3 TIITOOD
A. Unless spiac fic �d otherwise on the dre-Lwings , ail
beams and i of tE=irs shall be construction grade
No. -I. HEM --FIR f ^ 12 0 0 psi , or approved equal_ e -
b
.Y 1 It '
• TrToo�� metal 8 -0 O . C , maximum,
Bridging: .. (or ) ,
B . ., g ;.._
2 nails per enc-I , .
C. Headers: 2-2 8" unless -specified otherwise*
in bearing val�'Ls, headers shall rest on double
studs, each s i(ae ,
' 11,,,11
D. Corners: 3-2 4-
F , Sunports : Prc-,,,Tide structural supports below
f
each post or sz-'-_rut as required.
r, t �
F
Clearance : T�?clod framing shall be at least 8
above adjacent grade, COF'YlGMT
Y ot,'� Tooa f ramina shall be provided
Opel ��.ngs . D .,le �, .. P ca
around opening-s in walls, floors, roofs, ceil-
ings, etc.
.ems.
H Partit' F1 F::-ovide double beams under pie ti_
a
tions- parallel._ to beams unless shown a the__wJ-se -
I • Ties: Unless shown otherwise, auxil ► a• rafter
ties shall be 2 "x4" C 16" O.C. , tied back to a
minimum of 3 c-e i 1 ing beams, when such beams
and rafters ar,e perpenuicular. .
Cont. Dwa.-5
N 1111
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INTIS^A.TLIMr AT, OO'DiUP. 14ING
ST0 T .?
T'- ,nr� � ISLOmS YOTJ 14EE" %10 K?`?OT�
t�.enroducnd f r^m "Ever In-
gy
setter by U.S, Dept. of En-
ercav)
Heating with wood is rPqain--
ing some of its c ld tit-tP pop-
ularity, especially in areas
where wn- oa remains plentifi, l .
But, l:,rfortinattily, t11er-P are
some Czicrns .Cn-lt_ too many ac-
ci cents aYP taki rig place be--
;-ause 1,700d heatingdevices
are tei ncr incorrec 1v instal-
led and/or maintained. Peo-
p" e should always follow local
codes, making sure all fire
and insurance reutl.iremen is are
met x:Thile also observing local
ordinances. Prchibitions on
nejA7 installat:�ons also are
oc^urring in soma areas Where
air �c 11�� riot. Exists o
P free ' r, ' ' r� "t , t s
or f y ce i. Forma rri _ n �n �--o � e
Insta11 :-C .%7) a�c tytt an5
on otl-:er energ�r--conservation
items , writ- t0 : servr"3-.'7.i0'n
and p=newableInquyry
and pef error i Se ----\rice , Box 890C,
Silver Sprinar, , 7-11D j, G a C % , qr
ca71 toll --free !80 .1 5�3-29LQ;
in Pennsylvania, call 46%-
4 9 8 3 ; in Alaska and Hawaii,
call (800) 152-3 -47000
/7 girt- 1
,.
CIT M�-
F Q r
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A \.
YOUR DRAWING =t
WING i`14UST BE KEPT
AT THE BUILDING DURING TH
PROGRESS OF THIS WO
RK.
RfC.
D- UZLDIf TC DrPjr. r,, T T1'jCf`
OWn of Dartmouth\F
yA,,
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VC''' T�!�+{• {f ` _
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J
..� LT�GP.EENHOU' FOR AS"I " " aU OPTIONAL BENEF'
vAw? y
17-
1.r._ __/' Greenhouse, when oP"-_ed to tall, shall be water
and air tight as mar-iufactured and supplied by PetIr'),
-
9
la of Polscreen Co.r. Pella, Iowa, 50219, or a rov-
PP 1
ed equal. Glazed rc.�of shall receive alum, flash-
51/,/avirZoH �--- - ing in dark bronze c:ofor
j i _
2. Greenhouse has a roc}f p�.tch of 4/12 and shall be
Ur
121--8 1/2" long by '%'' --9 I/2" deep, o'- deeper.
„ • Roof units required are 2 of 2692SR + ^ of 3392SR ,
rront units require-- are 4 _--
q e 2 of 2 _68CC 1 of OX-26-
C� . Side ur.�ts re '
t...._ q :fired are 6 of 2468CC + two
trianGular CF units.. When greenhouse unit is made Co IGHT
deeper, the additior•Lal depth at.the house is con—
structed ^f rood. C:'oordi nate work with kitchen �--
' • �- :— -�, �� j structure, TyoTindour Gt' may_ become shorter,
La
Roof and vertical ur-its shall be double glazed
.Adjustable slim shac'-es, narrow -slat blinds, shall
be provided in roof units and where directed by 0 owner,
M
4 y� �c1uD 4 , Coordinate construction and foundation dimensions
o greenhouse � ith 'manufacturer's requirements j
before starting hous,.e construction
won
• _ _ - keinf, cone, slab sl---,all be 4" deep. P
on vapour bar-
rier, on 4 sand bed. on 2 K rigid insul , on . compact
tat app' d soil
-- 50 Provide vents as rec•ui,red. Consult with manufac-
turer for capacity e y
r"uired in our area.
40
1'4;t ilk
q
"J
, or passive solar bF:nef its and energy savings,,: lo-
ti ,� f
cafe house so that x. ear of house faces south.
Deviation., by •25°--30Q from true south will not af-
►%V1''iG%!✓�D'I� feet performance appreciably. Thermally insulated
shades, W1 positi%. -e side tracks, are recommended
to minimize heat lo.s s Floor f inish in greenhouse 4
shall be dark sera-mJ-1-c the , Wa _er f itled drums,
x�ainted dark �� in greo 0 o i n -
� y .nhouse can n r v do for addi y�
. tional heat storage and can help to stabilize tem-
CnNSRUCT�O� NOTES,,. ... from D�; g. 1 R * T^There local or state code pera tune. InstaLla t.ion of electric fans, in key,
Cont
• {o� other regulations) r.
• • ,, '� locations Qnth.in the, house, could aid in air
have soecif_ ' require-"ents regarding the use of ,�,�,
4 FIrIISN�S ., �, movement and temperc__ture distribution. Proper
bedroom windows for egress, or where low -sill wi - ' .
A. TTnless selected otherwise by : wner, f, ' C Bows ar o �-1planting in greenho�.-,se can help humidify air in --.�
�.00r f inis es arenot acceptable at t..e second floor, the
~hall bear 'follows: Kitchen: vinyl tiles Bath- owner and contractor shall verif tre_. w' n ow s - T;T,�� � t'T1nter . .Deciduous t.r ees to the south will permit
room.... non -slip ceramic floor t�.le & ceraTMac base. and, where necessary, ule against such requirements
sun in winter and Pr-ovi.de desirable shade in
summer .
Ceramic wall tile at tins, to ceiling, ainder select windows 'hat comply- with suer cede and
Area: oak strips for flooring,
g• regulations.
7 . Comply with all -:local and state code requirement r
All guarantees shall. �e provided by the manuf act �-
R. Closets: `l--shelf 1-rod, Linen closet: 5 shelves. ,.�
• MISC C
urers & contractor.
�.. T^There required by code or where. -ins t_.L,....0 byL owner, F
i
INSULATION 5provide gutters P tors and .. .
a . Provide ibex ,glass insulation plus.. vapour barrier
in walls & ceilings & where noted on drawings. R. The purchaser has the right to build from theseKEPT
Follow ,manufacturer f s a nstructions for proper �.n- s2ts of blueprint laps o +- ' � p p only once. Na �ional Home DRAIN;N �--
stallat ion. Provide 1 1/2 " and 211 rigid insulation Plans Inc.,nd or Cha DIN �- y"
• / ties . Doty, Architect, are AT T#� '6Ur�._ ,
x as indicated . on plans. ' �t1S %rIORK ' �
not enaaaed in the supervision or inspection of S OF I Art �-Z
T• r owe. No.
this house duringr Neither National-••"•- r �,
= � _ - -• - - � . ... fir .� .L O 1 � • , Z? `i , . � tally � � +; Vj �,...� � v/ - .
60 ^TINDOT^TS Home Plans Sn nor r w �- T . 'fir.. �".
0 .,
c .. Charles Koty , P,r�.hitec i s i...� n3O fz .� � 1.
.A. TiTindows & exterior doors shall be properly flashed liable in any way fUr the house built "from these *���:� of VDept.P
at heads & properly caulked and weatherstripped.
7-Q:
plans ���, '",�' ' "'����.�.�'�
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cmir further ocrictivatic.
�� YOUR DRAWING MUST 8 � 1.
fRE
ABUILDING
1
'�✓ 1! �.�► t THE 8UI LDING DURING T
WORK
THIS
rUILDIN G DEPT1r. g��r, a... _.F
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Al A-> AVA 14J
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L7T�. rKr D
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ANN%
oly
NO
YOUR DRAWING BUST BE KEPI
f THE BUILDING DURING THE
PROGRESS OF THIS FOR
E TV
T ovrn of D ar n o ti •
Z_
ea
r-or
-o Cal ;�Q'
j •pr
rLme
hum � `
PL4T # 78 LOT # 320
o zn
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4 �lY'/-'3'=•� •tea �'��
GRAPHIC SCALE
�2
r
z.
7
--REGISTRY USE -
I CERTIFY THAT THIS PLAN AS PREPARED
NFORMS WITH THE RULES AND REGULATIOIiVS
THE REGISTERS OF DEEDS.
her certify -that the setback dimensions shown
ere ;determined by instrument survey.
Z
CERTIFIED PLOT PLAN IN diTMOUTH., l;#Aq,
PREPARED FOR
i�
CIV
KEVIN& KAREN RICHARD
190 DEERFIELD ROAD NEW BEDFORD,MA.027.744
SURVEYING & ENGINEERING CO.
. 355 UNION_�STREET - NEW BEDFORD, MA 0274r
kale•
1 " = 30'
REV:
Date: Drawn: Job No.
01 OCT 92. FDR 92054
Drawing No.:
506 RICHARD.DWG
CHK. BY:
D/yM
Sheet No.
1 of 7;
PLAN ':
SCALE : 1 " = 30,
104
PROFILE
SCALE : i" = a'
TOP OF FOUNDATION
107.5± f GROUND @ 105.5+,
L1 30' a S= 1 %
102.244 sch 40 pvc
101.94
TEE
CONNECTION
OUTSIDE
TANK
1
BASEMENT FLOOR
t
min. air space
"
1 1L4"
� min.
liquid
level
1000 GALLON SEPTIC TANK
, C, 0D �
j/ BENCHMARK
TOP OF CONC. BD.
ELEV. = 101.13
This System Is Not Designed
For Garbage Grinder, Whirlpool
Or Other high Water Use Devices.
it
This plan, as proposed, has been reviered for zoning corplianm and
found to indicate the intent for such cmliance. The applicant/mer
r..st suhlit a certified 'as built' plan to detenine coipliance of the
structure with zoning placermt reqnireaents prior to eny foundation
=er�constnction.
L 2 S 1992
src�aty� DITE
711TIr. flT=TfT. Mar " T" 1dur n trra;,Pg .aust �e Irep
/it The Building During The
Progress 01' T h s Vkrh.
BU6i.DiNG D PAiRRAEKIT
Town of Dartmouth
PIPE CROSS SECTION
(Not to scale)
Finish Gr-e ( 27. min.)
Min. 2" k s`)ed Stone
4" Diaml-er Pipe
24" DIA. CONCRETE RISER
WITH COVER TO WITHIN 12"
OF FINISHED GRADE AS REQUIRED. 6" IVlir-; ^1 Effective Depth
4 MAINTAIN 4 % SLOPE '
OVER LEACHING FIELD `
103.0±
mm
101.55 101. 0 2" LAYER OF 1 /4" - 1 /2" „
D-BOX ? N WASHED STONE 12 MIN.
101.69 4" sch 40 pv
4" PERFORATED PIPE SLOPE = 0.00, 3/4" TO 1 1/2" WASHED 8" EFFECTIVE
14' ® S= 1 % 40' @ S=0.5 % STONE DEPTH
960 s.f. LEACHING FIELD Elev. at system subgrc--e = 100.4
p v� �•�• p [ 1 01 .1 (BOTTOM OF INSTALI i0N/CO":STRUCTION)
.; <� 1'�!�D �'�� � UOUT BOARD � WATER TABLE ELEV. _ �_.4 TP 403
'r 'r-_ALTH APPROVAL
103' +
12"1 MIN.
3.0
SOIL LOGS
TEST PIT #320A TEST PIT #320B
1 0" 103.0 0"
LOAN; AN D
SUBSOIL
36" 100.0 3E
FINE- MED
SAP4D
SOI,,,IE
SILT
& STONES
96" 964
WATER 1 95.0
114"l 1 93 5 12C
LOAM AND
SUBSOIL
i FINE-MED
SAND
SOME
SIL T
& STONES
WATER
102.4
00.0
92.4
NOTE_: 1' HANDICAP SHALL APPLY.
NOTE: WATER; TABLE ELEV. TAKEN -ROM TP # 403
PERC RATE: 1" in 12 min.
INVERT PRIMAFRY 101.3 ® DIST. Box OUT
BOTTOM PRIM /1� R Y ; 100.4 ® SYSTEM SUeGRAwE
INVERT RESERVE SAME_______
BOTTOM RESERVE
TEST PITS OBSERVED BY:-W. HENDERSON, ELLIS
DATE
DESIGN CALCULATIONS
PERC RATE : 1 " = 15 min.
No. OF BEDROOMS : _3- AT 1 LO_ GAL/BR/DAY
DESIGN FLOW REQUIRED _ 330 Gal.__
SEPTIC TANK :SIZE : 1000 Gallon_
LEACHING PROVIDED
I D E--------'------
BQ)TTOM 24x40x0.430 = 413 Gal
END--------------
24x40xO.430= 413 Gal
TOTAL----------..�__ GAL/DAY
------- 96G.0 c r-. -
BREAKOUT CALCULATION
MAX LEACHING; ELEV.------_--_PRIMARY
________RESERVE
SLOPE AT ELE V.---------_PRIMARY
----------RESERVE
BREAKOUT SETBACK ________PRIMARY
( 150 x SLOF?E__-_____RESERVE
ELEV. AT BREAAKOUT SETBACK ------- PRIMARY
------ RESERVE
REVISION T : 0712,3192
REVISION ® :
NOTE LOCUS MAP:
106 Collins Corner s,
PROPOSED CONTOUR
coy So���
103 'C3
o`
G/ LOCUS
EXISTING CONTOURS
B.O.H. STAMP P.E. STAMP
APBOVED H Of MAssq
BUARD- of RE AL, r:li o� JACK
TURNER
t
`i0Wo RTIiO '
JAlONA
T
L �N6
B • �OE�I'NEA_ ,�5L - P . L. S . STAMP
U E L�
PLAN & CERTIFI!CATION
STATEMENT REQUIRED
THE APPROVAL BY THIS OFFICE_ DAWEL `sN
DOES NOT GUARANTEE THE 2r
EFFECTIVENESS OF ANY � t
INSTALLATION
*C ESS�Q�
DARTMOUTH BOARD OF HEALT; H
ZONING REQUIREMENTS -.
ZONE
AREA
FRONT
NOTES
SIDE
REAR
1. All workmanship and materials
shall conform to the D.E.P . Title V
and the Town of Dartmouth rules
and Regulations for the Subsurface
Disposal of Sewage.
2. No change to this system shall
be made unless approved by
DANSON SURVEYING & ENGINEERING
CO.
3. A copy of these plans shall be
kept on site during construction.
4. A copy of these plans shall be
furnished to the installer.
i
5. All components of the sanitary
system shall be capable cf
withstanding H-10 Loadind unless
placed under or within 10 feet of
drives or parking areas, where H-20
Loading shall be used.
6. All covers to Sanitary Units shall
be brought to within 12" pf finished
grade.
7. Any Masonary Units used to bring
covers to grade shall be mortared
in place.
8. Before backfilling the system, the_
Installer shall notify DANSOON
SURVEYING & ENGINEERING CO., and
the Board of Health to inspect the
system as constructed.
9. Existing and Final Grads shall
remain essentially the sarl?.e unless
otherwise noted. Loam to be
stockpiled.
10. Heavy Construction Eq'Jipment
shall not travel over the �ytem
during or after construction -
SUBSURFACE SEWAGE DISPOSAL
CLIENT: Kevin Richard
Plat # 79
Lot # 48- 44
Location: Southwind Way
No. Dartmouth, Ma. 02747
FIRM TITLE:
�LQC�I�C�P\\fl
SUR l/EY//VG & E-VG/1VEER1NG
355 UNION STREET
NEW BEDFORD, MA 02740
(508) 994 - 6989
Land Surveyors * Civil Engineers
DATE JULY 23) 1992 PLAN #:1077
CONTACT PERSON: Frank �omanelli
ADDRESS: 355 Union Street
New Bedford, Mo. 02740
TEL.: (508) 994-6989
LEGEND
100 EXISTING CONTOUR VARIES
1 FOOT EARTH BACKFILL---= =
10 PROPOSED, CONTOUR
- MIN. � _ e"
PiPE INVERT ELEVATION
'
• ' S
_.. TEST PIT
,8 1 /2 WASHED PEASTONE
O O
SEPTIC TANK
DISTRIBUTION BOA-
ps V`J PROPOSED WATER SERVICE LINE
1- oil
N A'� B A L E 5 0 P SILT E E- N C i NG _ OBSERVED GROUNDWATER g__.___-
TABLE ELEVATiON
.\3/4 — 1 1/2" WASHED 'STONE.
RESERVE AREA ENO VIEW
NAYBALES ()R Si LT FFNcInlo _
1
I Q�
EARTH BACKFILL z'-6iI ! VARIES
} 1 FOOT
3/4 1 1/2" WASHED STONE �. NIiN.
yil
Ni/ ELEV. 1 o 1, g 6
C3 M lot -Go
1/8" TO 1/2" PEASTONE L IM IT GF EXCA,VATt0t\!
y �EI- NOT E tt11
ADJ"T D T ELEVA 7ION c17.0�
SIDE VIEW ) E s E R g E D TGF, EI_Evl TfUt'� �6 0
�yV; f� .
r
o Rqo j. Li MIT OF WETLAND5THSECTION ROUGH FLOW DIFFUSOR
LIMiT'OF 1
w E T L f, N D` I 1 -, NTTL
(T )• P) f
\1. PF'�90f LOT 32-0
N. 7 rA v N F DX F\ 1J N T F, h C. E SV P, D IV 15 16 N HA S F �I
PA F-� �� � MCA L E ! 7 30
4.
r f .
I PE N V 10V - V15
E R �c 'ri f �' t' ^' -
O r '
'x• ,� ' N U M � C r' o F PA.F L' ' V ! F` /�� F ;
ON
LiNIT OF BENCHMARK. •R.R SPIKE IN 10 OAK NO. Ti-4 F
J
t"X�Av iO� 1 ,tti �%> 7C� f �� STDNE v'1ALL_ �oVT1-LEf,- T ConNER
I G T Y P) ,� �c>__,�, �, f �> r OP L 0 T 340
5 .,�-
9� M 5. L E LEVAT I O N -- j 0 5•• GO
PROPOSED D AINA'-E EASEMENT
, , � ors. _4t 4 � • � •
;a,; 1�cHEDt,�Y40 _ --- _
P V-C- PIPE ;
Z r
4 -10"
341
/ \ r 5 D! A
OUTLE-i
I'f o
t%LET
c
NI,� PLAN VIEW
SOIL DATA
- � �.-Ei,, x'9:` COVER T-ifi' D1,� i:OVER `-10" x 14" COVER
At N�: tE `� : �� N R E NGINEEPIN'6wiTr�Es �� F �` = ._ I Ir�N�,r`- - h tea.
DATE:
` PERFORMED B SEC BY ;
;, ,
_cm
T P A. --
10 3. 2 10 3 , D c O
-�• p De- I L I T 0 P S r! _ - - •�----- �--- - - 1- _ j
1Lt, 5Q►L loo.o
FINE �1 E D V M
MEDIUr` 15P`ND� I �� .._ xr
ITC
A N• D U L 16 I-? T ! r, ��
{ (�! E Dr j I 1. log-110
' f
<A N 7 I LT 3•' WA L 1.s I LVF 1_. '
'II-T �,iTN ; r�E �l
T0NE� I 1 ' I -
S I LT ADJIJ TF D VIAT G R' _[ L EVxq_q) •o CROSS SECTION VIEW 3
1 j
1
— —� L
r ♦ — — — — — — — - — — — — — — — — _ _ _ _ —_ -;— — A
L--------- j
1
B CLEANOZJT IhSPftT�^vCGt'fu i
--F,r- rt
PLAN VIEW
r
i 1
I
--- r-L-k=
r-
i i
7 TOP VIEW
-saw w- 2'• WALLS
j ?•
CROSS SECTION VIEW
f
—.3. 5" Din INLETS
END VIEW
I
AND
DISTRIBUTION BOX
sTCNE.� i SEPTIC TANK - - ---
ATE E L Ev ------ - - - --_ --- -- NOT TO SCALE
UFE KUC D 6o W T _� NOT TO SCALE
,
q 3 3.� i 2-.0 96
ij
(? '
_ — ✓ , r F r H i . r"! L` r 1 I i (•: !/ 4' _
n F F ,� T E 1` N I :� t�i t' L L �: C F HT ;� t' 5 MIN
DA T r
FlNiSH GRADE FINISH GRADE
ELEV. — ICJ,ii 1
DWELLING � ,� �� � OVER TANK --� ic5•o � i`INISN-GRADC OVER
DESIGN DATA -__ �T�In��� ;
1 ST LENGHT S TO ! I
LEACHING AREA 103 8
BE LEVEL
r, ./ pr. ,r.C► 101 t ID
3; r: \ r X I I G c� , I� / (' E C ►M= TOP O F
I ..
r. C: 1 D FOUNDATION :. .I �r_ .-,�_-�'- --�' -fir lt±ti _-._�Ur 1'- _ �....,.t'_... Y ,r r v
i T r., ✓ F. S 1(� N EL. o �_ _ - r�
�"1 C�, fGlcr �'+� J►Ti-LZ 5 ���,�� �TDNE _ -____— - i.l_ _'•--� -�- - �'.
�� C \ 1 . •
L� S E • \
6 r j-, _ ---- ---
R 41 (G - :- �� ( •...w _.._ _ . _ f—
/t r j� C iT ( i� (--_ _ ;- I f 1 6
[- 11 C.A PA I I �` , L� ' 000 GAL. j ♦ �i1 jr ' l C, �, /, f- 1 I i 11 f l 1 1 "1 r i t I i 1 1 r , 1 1_
✓1DF �( F1-t C.1�,i_U• r �XFLNC' -t 1 L>i�E3� `15� �_,-,t' Ir -10,l-
X`o b 64) t o� C-; V D REINFORCED CONC. LI
»�_• f / MIT EXCfiVAT 10 N
D � / EST. C3QX �1
F.) 0T` [ 6FL�v�JOIFPU50RSXLONC�}rt5 �X SEPTIC TANK !
,, --.�
" �5 F NOTEiE
' 2 3 a C P D �, . G � E- A D S VS TE D WATER F_ L E V 9 7 . o
: L,_.' a o • : ..[_ 1a LEVEL STABLE RAti)ITLEVEL
r n e — a — --"' _. a
TAI_ CA PAC 1 ; ;• 34-i r_ PD
T �~ 0135ERVED WATER F_1_EV 116 D �
3 ,
SYSTEM PROFILE
NOT TO SCALE
r
NOT TO SCALE
FRONT VIEW , 9
i 1
r � r
Mh'O!KO.J•5 GOP gc..1.,c.q:ir'+✓z. _ �3.1 if 7i
SECTION A -A
FLOW DIFFUSOR
NCT TO SCALE
GENERAL NOTES
if
I i.r�ricl�}., i FG G fpr Sf .. �!.[•G1_: _•r,
,SIDE ViEW
SECTION B--B
1 THIS SYSTEM SHALL BF INSPECTED WHEN LEACHING AREA IS FULLY I_XCAVAT F D
AND WHEN ALL COMPONENTS ARE IN PLACE. WHEN THE SYSTEM IS READY FOR
INSPECTION, Till CONTRACTOR SHAE-l_ NOTIFY THE: LOCAL 130ARD Of' HEALTH. l
WASHED CRUSHED STONE_ SHAL_l. BE FREI. OF ALL DIRT, DUST AND FINES.
'. ALL ELEVATIONS ARE BASED ON M.5.1- ELEVATION DATUM.
HEAVY CQUI PMENT SHALL NOT BE At -LOWED TO OPERATE OVER THE: LIMITS
01, TIIF SEWAGE DISPOSAL SYSTEM DURING THE COURSE OF CONSTRUCTION
0[ THE SYSTEMS.
NO FIELD MODIFICATIONS TO TI-{E SEWAGE DISPOSAL SYSTEM SHALE BE MADE
WITHOUT PRIOR WRITTEN APPROVAL OF A ENGINEER AND THE LOCAL_ BOARD
OF HEALTH.
�'. UNLESS OTHF-RWISIE, NOTES) ALL SYSTEM COMPONENTS SHALL BE INSTALLED
IN ACCORDANCE WITH TITLE V OF THE STATE ENVIROMENTAL CODE AND ANY
APPLICABLE LOCAL_ RULES .
7. AT ALL POINTS OF INTERSECTION OF WATER LINES AND SEWER LINES,
MECHANICAL JOINT CAST IRON PIPE SHALL BE INSTALLED FOR BOTH LINES
10' EITHER SIDE OF THE INTERSECTION POINT.
�'•. SEPTIC TANK, DISTRIBUTION BOX, ETC. SHALI. BE MANUFACTURED BY
A. ROTONDO & SONS OR APPROVED EQUAL.
9` . GROUT TO BF USED AT ALL POINTS WEIERF PIPES ENTER OR LEAVE ALL CONCRETE
STRUCTURES IN ORDER TO PROVIDE A WATFRTIGIIT SEAL.
10. A11 SHI PE_AP JOINTS IN SEPTIC I-ANK Si{AL_ I, fat. SEALED WITH Nf_OPRENE GASKET S
OR ASPHALT CEMENT.
11. EXCAVATE: ALL UNSUITABLE MATEwRIAI IN LEACHING AREA AND BACKFILI_ WITH
3
CLEAN GRAVES_ AND COURSES SAND.
4
1 f ru Oi- fOPSPI IAN('f AS DFn11TRI-D E3Y SCOT 2 a nF TiTI E V MUST
BE 013TAINFD BY THE CONTRACTOR UPON COMPLETION 01' i jf ABOVE WORK. If
AN "AS-iM I LT" PLAN IS RI-QUIRFD DUE 'E0 CONTRACTOR DI-V I AT i NG FROM THOSE
PLANS, 4!om: FOi: SIICII "AS-I311I E 1" Pi ANS SlIAL_L 13E= COMPENSATED i-OR BY
THE: CONTRACTOR. '
i 3. T FIi S SYST rM I S NOI' DI-SIGNI'_D FOR GARBAGI_ DI SPOSAI. UNIT.
1'4-. THE 1I PVC PiPE FROM THE SEPTIC TANK TO THE DISTRIEW-FIOtti 1 X IS To BE
�6-HEDULc4-D
r L'OT 320 50UTNv !HID \YJAY FOX RUN TERRACE -.Q R
B.O.H. STAMP P.E. STAMP '
t ��4\\\ OF "'4ss CLIENT: I E N T: + t 41 $9 }
9� .l l 1 3 19
R!C-HAR� 't
ti s
o r
zz J. �' > U ►
Ll PIS
HEA ME
No. 28373 r '
�VjSIC
GHR ENGINEERING
7.
...�.. - F� i��IL 'LT �, 0 4 1 h _ 2 I-
; �_ fT
� o H NOTES P . STAMP L E V 1
SUBSURFACE SEWAGE
,
DISPOSAL SYSTEM
CONTACT PERSON: ELIE H0VA)'E.5
ADDRESS: SAMIF A.: AE>C VE
TEL: (50F) 'L �'rb- -1�� J0E3 NO.3041-c- 1t