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SOIL
TEST
1 I.
SOIL.. TEST TOP OF FOUND.
EL = 3s1 10 FT. MIN:
OBSERVATION HOLE 1 OBSERVATION HOLE 2 OBSERVATION HOLE 3 CONCRETE a" scH ao PVC
DATE OF TEST G-/1-861 DATE OF TEST 1r_;' DATE OF TEST COVERS CLEAN SAND � pF
PIPE- MIN. PITCH
WITNESSED BY L . J WITNESSED BY WITNESSED BY ; : I CONCRETES 1
t 1/8, PER FT.
PERC. RATE < ? MIN./ INCH PERC. RATE MIN./INCH PERC. RATE MIN./INCH 11 COVERS
e. 4 CAST IRON (OR �
EL EV = ELEV.= l9 ELEV= EQUAL) PIPE- MIN. 12 MAX -
--- - PITCH 1/4 PER FT.
2% MIN
J
SLAL — Lc /
I
° a ° 2'-011 f
%E�h r 5U175c�%� I' P 3 i, °' ° ...°.. LEVEL
r %JL;SQIL EL I,7 o FLOW LINE_
7 4;� - b C � (V i
EL- 1.�. y L- 15 9 EL= ( , 4 10' °;...:e:. °.: _ 1-1,4
MIN. EL= 1"' 9 EL
cl
EL- EL
VEGjUM To FIND 1+1E
o SIi P'; r ASIC) A VAP IANCE OF 2.5 . 1S EL=13_9 0 0
DIST.
1/7/1 1 1 REOUIRED FLO .T0P OF FNNPJ, ° 0 4 o n
FL- 9 EL BOX LOCATION MAP
!) ) WATER AT EL= %7:,"WATER AT EL = WATER AT EL = q
1:17 ) GAL °ITT
SEPTICS PRECAST, LEACHING EL= 99
BASIN OR EQUIV. LEGEND
TANK EXISTING SPOT ELEVATION 00,0
12EXISTING CONTOUR ---00-- - - - -
FINAL SPOT ELEVATION
FINAL CONTOUR i�r--
PROFILE OF SOIL TEST LOCATION
SEWAGE DISPOSAL SYSTEM BOTTOM OF ADJUSTED TEST OLGROUNDE OR O WATER DT TABLE
{ /AB/E ) EL
= �) _ TELEPHONE POLE -0-
NOT TO SCALE HYDRANT I:>
TOWN WATER W--- W
ro)a CATCH BASIN l�I. �
FRAME & COVER SHALL BE -
_6 SET WITH MASONRY UNITS
CLEAN SAND WHICH ARE TO BE MORTARED
IN PLACE
Ux
GENERAL NOTES
1f 7r
LLi ? 1/8 I/2 WASHED 2" LAYER OF I, ALL WORKMANSHIP AND MATERIALS SHALL
IC :=1iJ` ! I J, t
STONE CONFORM TO D.E.Q.E. TITLE 5 AND THE
C f 9� RULES 81 REGULATIONS
TOWN OF Y/11'Ar.! (1 -H
,
_ I FOR THE SUBSURFACE DISPOSAL OF SEWAGE
tf
;,IT ' f 'C' F 1_= ] D / /i / / �/ / / I ;i li 4-rO m 6 a p 2:ALL. COVERS TO SANITARY UNITS SHALL BE
U �S " IS L f- ^-- (� 1- - 1 BROUGHT 70 WITHIN 12 OF FINISHED GRADE
$Q7-. I �L ° 3/4' 1 1/2"
—� i j / L O T/ 9, 5 j i' 1 1 I_[ w
3.EXISTING AND FINAL GRADES SHALL REMAIN _
1 % EY+I Sf I I p n 4 >� u p WASHED STONE ESSENTIALLY THE SAME
I I wW 6 4 -NO DETERMINATION HAS BEEN MADE BY THIS
_� LLo OFFICE AS TO COMPLIANCE WITH TOWN
e w PRECAST LEACHING ZONING REGULATIONS. OWNER/APPLICANT ISd c BASIN OR EQUIV TO OBTAIN SUCH DETERMINATION FROM
r' I 24 DIA. COVERS ° e APPROPRIATE AUTHORITY.
PROPOSE!_% // A.. 1 /
'� ' t� `- .. H 5. THIS PLAN IS VALID ONLY IF IT IS STAMPED
T[ VL I. - `/ �JJ ) / i PLAN VIEW 3" 6- j AND SIGNED IN RED; THIS OFFICE ASSUMES
- t
- --__ i NO RESPONSIBILITY FOR INFORMATION CONTAINED
_ FRAMES W COVERS SHALL ) ON COPIES WHICH DO NOT HAVE ORIGINAL
BE SET WITH MASONRY UNITS 12 '%J
/ JR
WHICH ARE TO BE MORTARED STAMPS AND SIGNATURES
-� I� j I+; 1 ) 5IN PLACE 6.ALL COMPONENTS OF THE SANITARY SYSTEM
/2-0 PIT j' J I !�. i e(, SHALL BE CAPABLE OF WITHSTANDING ND NG H-10
I w / r, ;a CH NG PIT DET
_ j f v 1..__ t I INLET
n. LOADING UNLESS THEY ARE UNDER OR WITHIN
_ �_ LSI {_ :� _a . OUTLET INOT TO SCALE
t .. LEA AIL
10 FT. OF DRIVES OR PARKING AREAS. H-20
-- pfd i /� J W(j 1 iJ t J.6`� I I —► FLOW LINE _� REMOVEABLE COVER LOADING SHALL BE USED UNDER OR WITHIN
Q / / n 10 FT OF DRIVES OR PARKING AREAS
OUTLET PIPES
OUTLET TEE AS REQUIRED
LIQUID DEPTH TEE DEPTH
BELOW FLOW LINE
(!I,' ( Ip? J r c J_4 Co
'4 FT. 14 INCHES INLET :e MIN. FRONT SETBACK
I
5 FT. 19 INCHES a OUTLET MIN. REAR SETBACK 32—
_ pm� 4 FT. MIN.
LIQUID fJ { "'LINE I —� MIN.. SIDE SETBACK
y.. � I I 6 FT. 241NCHES —� FLOW f>
7 FT. 291NCHES
DEPTH 8 FT. 341NCHES f1 2' s' APPROVED: BOARD OF HEALTH
e
i== DATE AGENT
I INI
\,
TIDED
SECT ON ROV
TEE P
PER 15.10 .2
--'' -�'- - J- .� I ,\ ` \ \:-b:•.'0 TITLE 5 PROJECT LOCATION:
/1 S
6Rs�
r ! a LJ 1 J 6' _U � I�,Uf RD
NO. OF OUTLETS: 3 yV��IC
CROSS SECTION VIEW
• sc"�„'.1�T-r.g "+'+ APPLICANT
f -
SEPTIC TANK DETAIL DIST BOX DETAIL _
l4 12 f 111 \� \ NOT TO SCALE NOT TO SCALE Sl /i 1J1 Yl�(�j J/-il'Y1L S
9
/0 i5 � HlkYi?fR..!~S E#iACL BE STAGED !'Rf QR i'0 EXCAVF{T10'� E!t`;D
syAuM�ri�crarr ru.�rsMI�ZD�S� / 1. cl, HE R�, hv�
DESIGN CALCULATIONS Reg. Surveyors - Reg
LDS /�4
EMATATM, Land Sur rs Sanitarians
35 ROUTE i34 - 'UNIT 2 - P 0. BOX 237
t
SIG
_ BLUE
/ r - NUMBER OF BEDROOMS 3 SOUTH DEAW IS, MA.
of-/- BLU f'. GARBAGE DISPOSAL UNIT 170
TOTAL STIMATED FLOW _ A
If;+ 5 ( 1!✓ GAL/BR./DAYx BR.) 330 GAL./ DAY
REQUIRED SEPTIC TANK CAPACITY GCO
GAL. ti ,
ACTUAL SIZE OF SEPTIC TANK iJiic GAL:;,'
LEACHING AREA REQUIREMENTS >
SIDEWALL AREA :; GAL./S.F.
BOTTOM AREA 1 =1 GAL./S.F. ; ?
LEACHING CAPACITY ( BOTTOM SIDEWALL) 4 9C GAL.
/�-{. REVISIONS
2.61',1 X4X12)�-- SCALE DATE
RESERVE LEACHING CAPACITY GAL. tP
49ry ���NOFMnsc 3o s9`y l`=20' g-Fj-c�S6
RICHARD bG RICHARD �,
,ESN y DR. BY: .K CJ APPD. BY;
0
4Z " O'HEARN 1 p
«yD No. 27877 ac's' \ FNo T E4<" JOB N0.= ..
mss AFcIs oQ°� rase' .5,16 SHEET I OF
- : ` bNA( CAN �' •`�
�� �� 1� �S� ■ ■Ilw�-FIs
FORM 11/6/ 85 "