HomeMy WebLinkAbout83-1254 - Site PlanPLOT PLAN _�-_,__ _�.�._�
-`- ----�'----��"--,f=.- - PROFILE OF SYSTEM �- in c.�; ><7F'o �v,' � 1-�,
-y^/ tCr -T- SCALEt �'=s0' v - GENERAL NOTES
A1141 �/ l/16 7�.-, / { tH,S� ;yv ,'z /3.3sdsr MANHOLE B COVER -MIN. DIA. 24
LOT AREAL j�--- BROUGHT UP TO WITHIN 6" OF FINISHED GRADE 1. Elevations refer to 1,J6VD,
3. 7 AG ys:- -
yq rooL>cpt• is -z o -en< �efexi See Bench Mork on Plot Plan located on call -ch b461n rear IJ,E !off'' C-rnor,
5ecrlt 'nrr baa ,
r/FGRA/G>) secTG r�.1� nvrr=e ay <F�� 4 IS DIAMETER MANHOLE WITH CONCRETE COVER 2. Finished grading to be done in accordance with plot plan.
o-rH&5 rnrr etv�� or�r,. 4A'0 y�yE As�C� BROUGHT UP TO WITHIN 6 OF FINISHED GRADE `fit
FINISHED GRADE 3. Percolation tests performed In accordance with the Instructions In Title 5 of the
FG - Massachusetts State Environmental Code.
r� / . Zia =Ire =_ - ^ i_I I _ E = (�iI{j 4. All construction to conform to Title 5 of the Massachusetts State Environmental
1NVF NV_ /225 q" pV.C.TIGHT JOINT PIPE Code, and the Board of Health requirements for the Town of Ynrmrr,-f+1
C'C:1/-,'''3r�,"7 c• /C'K. /!,?L.0 /C� �1�� - .
INV.= ✓I.' C7 3„ MIN. 3" MIN ` 5.
^^ t.- All topsoil, subsoil and deleterious material, If any,must be excavated and removed
6" MIN 2" I leaching pit o of eet from all sides of the leaching
P
below he c and t o d'
0 0 0 0 0 0 0,0 0 r" ° t ea (stance
f1 M" ,'r, " U . y2� /o, FLOW LINE-' X717 1 0 0 0 0 0 0 0001 c pit Excavate down to )lq riches below the surface of "the natural permeable soil
r/Rh'/90�N C",--J...�.c. �i"ic�l� ci•�'!. �
4 P, V,C d . , INV: 6 T-
y �„x . '° ,11 0 0 0 0 o e oe /1 °° ac required h lean gravel or sandflll material free from fines clay,
e Backfill as ed wit a c
i, z TIGHT JOINT PIPE ...; ,.r.:. r + Yr
Lt.-�'' �' INLET e = vo /e 1 0 0 0 0 0 0 0001 `o organic matter, and large boulders, having a percolation rate in its original
n
f✓/Tff li-? F'R./� f'C'ia^,'- 'p 3/L' INV: fT°o p �e a o 0 0 0 0 0 oeee o° location and after placement of 2 minutes per inch or faster. Construct pit
< J UTLET Pt ,0 0 0 0 0 0 0 0 00 01 ° in this material,
1 GDN. 7-,cUC T/i'/J 44/0 Z_ 4/-, _ SANITARY TEE ;, INV: /3.27 0° - it a o 0 0 0 0 0 o e e r ;. 0
" 0 1e e o o 0 0 0 0 0 o e e 6. All washed stone in the leaching field must have less than 0.2 percent material
L• 1(1 /�40Y' , Ir F:,%% 1 /£rf,,_ 4 E.H.C.I. OR 4 PVC DISTRIBUTION BOX 0 ° finer than a number 200 sieve as determined b the A. A. S. H.O. Test Methods T -II
OR PRECAST CONCRETE
° ,,,,e/0000 000001 o Y
v0 10 4 0 0 0 0 0 0 0 o e 1 0° and T-27 (latest edition).
BROUGHT TO CENTERLINE ' OUTLETS 00„ 1e / o o o 0 0 0 00 01 °0 7• Tight joint
OF TANK / e o ° g 1 Piping to consist of Polyvinyl Chloride Pipe (P.VC.), Schedule 40,
a unless otherwise .;.:.:., . •:. :...••.. INVERT ELEVATIONS OF ALL Q0 to e o 0 0 0 0 0 o e e 1 o u o he is noted.
I t
• OUTLETS TO BE THE SAME °o° of o 0 0 0 0 0 0 000 1 v0 S. In cases where ledge or boulders are present, Schofield Brothers, Inc. will not be
- -' - - - - 0 re e o 0 0 0 0 0 0o e 1 0o responsible for assuring the amount of rock to be encountered.
/ _ SEPTIC TANK N-20 OUTLETS TO BE PLUGGED p g
r FOR FUTURE EXPANSION PURPOSES 9. Schofield Brothers, Inc. will not be responsible for the performance of this system
CAPACITY= /'00 GALLONS (SEE PLOT PLAN FOR LOCATION) LEACHING Piz unless constructed as shown. Any alterations must be approved in writing by
/ PRECAST REINFORCED CONCRETE USE /dGfIE 9'0rfirl b�''6; Schofield Brothers, Inc.
OUTLET PIPES SHALL BE LEVEL t? VZ
"` - -- l3�EP c�xrts'x r uq nf`?ri
p 10. Heavy machinery shall not be Permitted to Pass over the leaching pit.FOR AT LEAST TWO FEET Q`g/o -Her4 0-R e_-<Vu4Z- AWZ*1C
NO SCALE) Erv' 7-•<r/5 e>ca/CE , us& ,7 1, I1. The Board of Health shall requite inspection of all construction by the design
''"rck, roc Ga,rk E vtoe,,. •58 'em, ! engineer or by on agent of the Board of Health, and require such person to certify
/7 ' ✓ y_ _ __-- /�r��� j
Al -0416 yp�E F�nw f}pE in writing that all work has been completed in accordance with the terms of the
TEM permit and the a
J '--- ---,
PLAN ('C rJ/�7AnlC FieVA4 GA4tIG� 12 k P approved plans.
YS,.,pryrC„rT�AJ • - 12. No permanentstructure may be constructed over She 100 `� expansion area.
VIEW 0 S ,
MANHOLE FRAME B COVER oop �°
- D
- a o 0 0 3. For proper performance, septic tan should be inspected at least once a year and
MIN. DIA. 24 00� I when the total depth of scum andsolidsexceeds P the liquid depth of the tank
~ 4„ o o be s q P e
he tank should
„ .,.. ...• � ..: ,.,.-:P.V.C.o pumped.
P C t
f'.''. .�, .�... �d
4 P.V.C. TIGHT TIGHT JOINT PIPE Oo,;
1 1
4
t9 ' " E.HC.I. OR 4" PVC. 6 0o a /�/ Cd/JT/C?14G70dG tsEy .7LG ,SCl+'r`l�G'Gt TNI> �lE �c:E T^u
/ •5 JOINT PIPE o 00
Z (SCH.N£
40) OR .i' r '.::.. : �p _ q
P00e !✓AJ/tG 4 T
E AST CONCRETE/ , , o
t \ �Aqt, • +-j- SANITARYTEE- / O oa
BROUGHT TO \ 040 0 !'dT 7' 2
�f c`./ <'f2 _S'T L/t,: f'U, = _...- / f• "_% �'),
i ' - �� - `- __ _ �``�• \ '� r z, m 22' ws~J CENTERLINE OF TANK
T P✓ f 7'<-/ TLlis C,cr"7c-i5
-- --�
0e- 77OA-Z
/o' fc.4
0
-_..„„. _.:- __ .__------•-. � _ oo -aoo /E Wf�e�E .S�h1E,C L/,UE C/E'OS'<,�_.,,� /4J/'-rT-C% (ff/t!E /-� <�G` 4.c,,,,,, .
vopo�o Ci>!✓T
SEPTIC TANK 1-1-20 DISTRIBUTION BOX 000°0
PRECAST REINFORCED CONCRETE PRECAST REINFORCED CONCRETE„ w
DESIGN DATA
(NO SCALE)
I. Estimated Hydraulic Loading
F ✓� �' t TYPICAL LEACHING PIT CROSS-SECTION Bedrooms
s at I10 gallons per day per bedroom =0 GPD.
f I r -a f -�TV
q� I FINISHED GRADE (ELEV.2o= ) Garbage disposal is INoE�D allowed with his designA
1 I ` IB DIAMETER' MANHOLE WITH CONFRETE COVER AND
ss�f, CLEAN BACKFILL FRAME BRO GHT UP TO 2, Septic Tank Sizes o d/eo,x WITHIN 6 OF FINISHED GRADE. "gallon „ Average daily flow = of X OD �_ a °lions (minimum)
U
--_ PrP 2"LAYER-2"-e" WASHED STONE 12 MINIMUM Septic tank3provided l }GCS C,lat- IoC (GprA4�—
J r
PIPE-----____} 3. Design percolation rate= I A:. P, 1.
r fop \ ` 4 TIGHT JOINT /CIVcET�G- r2,6C �lirtR �k,C- FGow 5�� tifo> /�✓ z
_ 1 `o Sidewall loading
101
G7 gallons /S. F.
/ T .. ' _- \ 4 ( ( �/sr �E� oo OSS/Cr/�/ t�ATA £!C �� fF7 t I td7 °
,- - \ ll /3 % fcDe+d og 9- galicns/S-F.
Bottom .loadln - !•o_/ r+7
.t �-Ct'� .. - '\� INLET INVERT (.ELEV._-'2 ) ,�`i o N cf3° "
r
-- 1 � WASHED STONE 4. Leaching Area
EFFECTIVE HEIGHT= 725 15EE. $ a 2 g
,�arE 1&/ 44P pq oo Total sidewall area provided 330.7 S, F• X - �7 ga(./S.F.= ��� gal.
• Gs�A t o PRECAST CONCRETE LEACHING PIT LiNER (N-2 o) 72 ,SH/M (Nzc)t Total bottom area provided= Z47 0 0•� r
/DD ✓E (3' �C Ot�[7 /Grl/tif ✓ apt: Frx - F.= gal.
P S.F. X al /S a
qtr ''. DIAMETER= B AhYO 6''Li*I+ 1. r( -'LO . ra"/+C TpG Maximum allowable loading (under Title S)= 6B!o gallons
< Al'<t�OfG fl 7L VVE�T L✓ ti j' Lr,O f / J'
r z^�_ a LG EFFECTIVE :DIAMETER= �� ---; ,— +� -BOTTOM OF PIT- ELEV.= 6 02 Actual hydraulic loading = 3 gailans
T? r i/^ n/ ..- ur�� EL` t� ? _� (NO SCALE) Minimum size leaching area allowed under the Town of YARm0yT
s }` f t'>ryt✓ t r Board of Health requirements
r t%� SCHEDULE OF ELEVATIONS
T! -(c LEAG11.-Jrf �S'TF ✓CT !i P� CO/�1 Pd N�/IJTS
GDT� ----- `N+k+, 1 F;`int, 1 „/ � `��.. FINISHED GRADE FINISHED GRADE II/E LD 2 /NV�'A?7"S IIE <I7" O�y•7"
k ABOVE STRUCTURE ABOVE STRUCTUREA60)ey T -/,-/G ;0/7' F07-rCA1 . Ag JD onlE RT
Hou`_ G'a,e, -/6 Gni°, y 6AR �. (Joyw,
xr ` gip.". \ // r F�ow rawv f2avv �iav vtow. s4caw
14
v, - / f - 7, /3.52 ['
,�, = 1 Top of foundation' _ /65es b) Invert at distribution box Inlet - / r1 <il��'fi rE 6LOk! Tls�GtoU<rF/ Tf1E
4 r ' / r _ +r N/Q Invert at distribution box outlet = r7,oD r� 2c, fSB� �J/JZJ T�le HOt 5FGOtrJ ?"�/ GCi(rH 7"},/ tfltNc C r'J:✓ r
Basement floor �-
r 1 C✓ /d� f 4", i foundation= /y Bo 2c; f6= Invert I pit inlet li G ✓ I>fi7 . ,&9 O Li_., , "" 40 .1 A`,J
ro .et�atf'/cT v I. ,% a invert of pipe at foun _ �Pdn in e t at leaching = /af7 /2.�c zo=
l / � v � �' ��e v�,er
k
PRrOF Tn TANf P'A% - /� �` nY,. - _ 02
�c J i,ys ti•, %/ -~' P r,'. Elevation of leaching pit bottom - 6—
'`1t'i✓%r" 7Y- <"�:a :A✓7' �/'. ---1 = .,C.. 1 i, 1" �R� �1�u�?�7��� cF �+rovnr/wGr�lrr 1n .�.r1/ °S�' /,p
�E7?1�c eF�rlT % 1 %y"r' ,-! Invert at septic tank. Inlet = /7.Sd /5!59 /rri/fPsr xdn%1 �Ir..rf/i1., /n rtnn rrw� call /•6 LEGEND
P 1 r r'
; Invert at septic tank outlet = /72,.5 15!yI 2nt /b.4* Finished grade over leaching pit- See Plot Plan
r� —XX— Denotes proposed contour
FG. = XX.X Denotes proposed finished grade
-eiv --XX--- Denotes existing contour
��fz�c/r. j�Lrt�ts oxz�T XX.X Denotes existing spot elevation
1
\- d\%.•, �>> /� .ii.IA7tp/,f
= X 150'= 60' < 957' PR1fraj2 r' r ;' l � � e` i ,� C> , •�`' r_=h r. -t. IS Denotes test hole location
SOiL TEST DATA `�'��'`' � �
n/rr GAY f-'�✓ n r Satid Y. F.�
P.VC. Denotes polyvinyl chloride pipe (see Note 7 above)
r V.C.B. a S. Denotes vitrified clay bell and s I of
DEEP TEST PiT I (SURFACE ELEVATION 1 DEEP TEST PIT 2(SURFACE ELEVATION r' '-'�) PERCOLATION TEST DATA Y P 9
ac aa7 DATE OF TEST E DATE OF TEST RATE= E.H.C.I. Denotes extra beau cast iron
film. ` J�Zr-`jam, ,�-2a-,,9 TEST TOP OF 12" OF WATER Y
A �/ 1•�t2C,t;_�i-r-:.r�' \ , - PIT DATE DEPTH FROM ELEVATION MINUTES —W— Denotes water service
DEPTH SOIL DESCR
IPTION DEPTH SOIL DESCRIPTION NO. TOP OF PIT PER INCH
, —1L— Denotes approximate property line
Denotes overhead
O.W. wires
es
i f }�<,ro`� ,1° .- rX j'"��G ': J- `,,% T ;/h/li`1'✓B/L df-�9i a' C2 D— Denot
/s es storm drainpipe
-/� G6�7Y 0 Denotes catch basin
r' GClJ/C�
-- Lcnri'%es bL,ildrncJ entv/nom:
d l rr v
n,- �-!� y -
i PROPOSED SEWAGE DISPOSAL SYSTEM
GROUND.V R WAS.EN000NTERED ATA GROUND WA E WAS ENCOUNTERED ATA FO%5 �/r7��Pt%��
DEPTH OF 1, (/ (ELEVAT.ION /-O ) DEPTH of / t (ELEVATION G'•c' )
�/� &S SMl % N �pfrt! �" 'UPI (Zo 5,�
DEEP TEST ;PIT 3 (SURFACE ELEVATION /0,5
�1 -DEEP TEST PIT 4(SURFACE ELEVATION -CO- : I DEEP TEST PIT 5(SURFACE ELEVATION—)911,� 07--;4-1 �1g
,gfip/ /: AJO res
r. 39 /{
.-
ATE OF TEST DATE OF TESTA . DATE OF TEST
�(DEPTH SOiL DESCRIPTION DEPTH SOIL DESCRIPTION DEPTH 501E DESCRIPTION APPLICANT: {%/LL/�/� ��r��fC%`? TEL. NO.S'co pam'-q s3k Ur�'Fn
S'4�
/% :E�fl� fti �r� v�=!r1Lt C✓ �Tr, ,... F
'�'�`/,.-✓ ax.,: .:.—._ F'T-rC/ tif-r,,;:i. '/i,:-_., /t'�% -/T �/ ,.,_H.�_ /�hJ .. .. i`.,"L:. . `�-� ,. � rf ti '1. •.. P 41'
'
linM'- ,..:", .a. �..- .. .y.,. �...`. :3'.?k2� 7�Jr•E'L r4-..£VW,�_, s�f�k r'�—'/K-_-
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r
�.S/CflA/'fzL•�/:E,
I: �-Ai S -., NOTED.
t __f1� .c, f zL f2 E11•f tit/4� A 7
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- � `. ! .. '' � `., ,.� , .i.,/ '"•`!. ._:. h,�' .ST•_71Cf�._ fF%GL'i�''`«�, .. `"�,�'g wN=� ! 9-i--93 '' _Tt'S .�Nr.pC �m'�.' rc:
g N
DESIGNED BY: DRAWN BYt _ CHECKED BY:
n 'N., F SCHOFIELD BROTHERS INC.,PROFESSIONAL CIVIL 'ENGINEERS
�Igh3 GROUND WATER WAS ENCOUNTERED AT A .�JGROUND WATER WAS ENCOUNTERED AT k- _ GROUND WATER WAS ENCOUNTERED AT A
L G1CA7 /CSI f 1L#f? �c" 4,'s DEPTH OF 1, ' C (ELEVATION DEfTF( OF---.•-- _4E1EVAT40N -,,- -t DEPTH OF (ELEVATION ) f\U
rt k i1t1E�f1•l,� 1•W I� �
DATE
JOB No.