HomeMy WebLinkAbout83- 931 - Site PlanSOIL TEST
RVATION HOLE I OBSERVATION HOLE 2 COBE OBSERVATION HOLE 3
OF TEST — 2-- O 85 DATE OF TEST
EST
T. Na yes WITNESSED BY_---- WITNESSED BY
=SSED BY< 2 -- PERC
--
RATE MIN./INCH PERC. RATE MIN./INCH . RATE MIN./INC
13.5 ELEV.= ELEV.=
ELEV.= {
01,
-7-oP) S ub
Med. sand
/4-¢"
!•. p.5 ISG"
/.5 WATER AT EL=
:R AT / EL=
EPA
WATER AT EL =
I O LL r7 0-F Yarmou--h
Ln t 4-e
i
20 FT. MIN.
TOP OF FOUND
EL = /5 4 10 FT MIN.
CONCRETE SCH 40 PVC CLEAN SAND
COVERS PIPE -MIN. PITCH
„ CONCRETE
a,. 1/8 PER FT COVERS
4' CAST IRON (OR -12 MAX -
EQUAL) PIPE -MIN.
PITCH 1/4 PER FT. 2% MIN.
n LEVEL
FLOW LINE-- -
� a z
A
E L If o'" MIN. `EL=
EL= /2.0— EL= //.J EL=
EL=
DIST
BOX n o
fJ
/ODD GAL ° °
PRECAST LEACHINGEL= _707
SEPTIC -AS"/ GALLEY OR
TANK EQUAL
l lo" x Ca' � O'
PROFILE OF BOTTOM OF TEST HOLE OR OBSERVED WATER TABLE EL = Lf
SEWAGE DISPOSAL SYSTEM ADJUSTED GROUND WATER TABLE (7/20/6-?) EL = 3.7
NOT TO SCALE
ca/cu /O'1'IO/'7 ✓i:'�/ �� 0
50 - 8, 8' Reau1,^eal
V0 PreakcJ
y ll
77.
Lo-{'
//Mi r
�IDCDfL4/N Break_ou� EI !l 5
I c G,�
Exl�fingoroge and �. r a
house
"10 be r-emcveol
Ex�'e; inq=s I/ne_fi \ le.? be Fes.>.c a �mo,f
: 1
Rndrina P.. Pra.�7/ey „•,-=l�.Bc:rocr-:� _ �o� �c
Lo NIT'
Dr well
Y 1 4., �^_ • '¢, too' F; -cm f-oF
/000 oal o
Se�Gf
/' x ' Trenc=h `t I�te, L\c rve
c
w 2 -4'x4'" Pi-'i�asf ��•, ry i � ; �5 , `, � , .
and uaehcd _ la oral �1 ' " - L<`� j �iC Jf pr/mor y s5e O m
k; +_ r - - .0, is ¢ the use of ;4 -he
1 G, r I ti -tom I ' re erve rJ re u,r�d
/3Y 7 �'� L- �u T . L _� 1 {}�e exrstin, 9iofer l,ne
A, 4 rl gg
Bench MorK 7-Z CIF
CIf='73
0msl
public uloyY t0' c Ide
5 Shall be e4-aked prior fa excavat/cn
l,1 rernarn unfjl al/ dtcfurbed area= are
� fed
shall lead fo dour huts and Fr -or;
d-ywelle.
- :
yrs includ,r;q exisLirq utr%!ties,
I
i - I
I I
I I
I � '
i � O
,I 4 I
J
I I
I i I
I 1
L---1------------ ----jI
r - ,
2 DI:. COVEPS J
P_�N VIEW
F_ ", ES cry COVERS SHALL
B_ `E' V. T•' MASONRY UNITS
µ-' :•R� TC BE MORTARED
INLET ' 3 , a . OUTLET
f LCh LINE -�
2 YIN
c + 10 6'" J.
n
--- -- --- ---^1 4 FT M'N
LIQUID
DEPTH
I
1
CROSS S=CiION VIEW
SEPTIC TANK DETAIL
NOT TO SCALE
OUTLET TEE
FRAME 9 COVER SHALL BE
SET WITH MASONRY UNITS
CLEAN SAND WHICH ARE TO BE MORTARED
% IN PLACE
2" LAYER OF
1/8"- 1/2" WASHED
a STONE
p.
o I o r-
�I 0
LIQUID
DEPTH
TEE DEPTH
LEGEND:
BELOW FLOW LIN
4
FT.
14 INCHES
5
FT
19 INCHES
6
FT
24 INCHES
7
FT
29INCHES
8
FT
341NCHES
DESIGN CALCULATIONS
MAP II
LEGEND:
NUMBER OF BEDROOMS. -
dLo
EXISTING CONTOUR - - --00- - - - - - -
GARBAGE DISPOSAL U"aT -
/V
FINAL CONTOUR
TOTAL ESTIMATED FLCW
( //0 GAL/EG/DAY= 4- BR.)_.
440
GAL./ DAY
REQUIRED SEPTIC TANK CAPACITY.
G GO
GAL
ACTUAL SIZE 0= SEP -IC TANK.
f92a GAL.
LEACHING AREA P.EQL`IPEr"ENTS
CATCH BASIN
(UPI
SIDEWALL AREA = GAL./S. F.
BOTTOM AREA GAL./SF.
LEACHING CAPACITY (ECTTOM + SIDEWALL )
,45?-
GAL.
(/!n r, G p ;
.O'
RESERVE LEACHING CAPGCITY..................
453
GAL.
a
1, >= p WASHED STONE
G D
T W li
LL� PRECAST LEACHING
0 w 0 4TASM-/ GALLEY OR
p e EQUAL
D �
I
/. o'
LEACHING FACILITY
NOT TO SCALE
F=MOVEABLE COVER
�UTLET PIPES---.
AS REQUIRED
INL*TT
FLOW .OUTLET
lLINEOVIDED
PER SECTION 1510.2
TITLE 5
NO. OF OUTLETS,
E DIST. BOX DETAIL
NOT TO SCALE
ALL trNStJ:T,18Ll; A(FlTEr1A1 SHALL BE EY,^4JtYAYE11 f+?U:Yi,
URD ER, AND FOR 10• MQ%* LEAOHih'Cr APP A -ND
ne,PLACEG' WITH CLU -N V;i_`gKOYI SAND.
n
A v
Lewis
/say
1_®Cus
Lew,s
Pd
/1/anfuck6,1
Sound
11 LOCATION
MAP II
LEGEND:
EXISTING SPOT ELEVATION
00x0
EXISTING CONTOUR - - --00- - - - - - -
FINAL SPOT ELEVATION
0.0
FINAL CONTOUR
SOIL TEST LOCATION
TELEPHONE POLE
0 -
HYDRANT
TOWN WATER VV
== W
CATCH BASIN
(UPI
GENERAL NOTES:
I. ALL WORKMANSHIP AND MATERIALS SHALL
CONFORM TO D.E.Q.E. TITLE 5 AND THE
TOWN OF `/arr-70Uf1; RULES a REGULATIONS
FOR THE SUBSURFACE DISPOSAL OF SEWAGE
2.ALL COVERS TO SANITARY UNITS SHALL BE
BROUGHT TO WITHIN 12" OF FINISHED GRADE
3.EXISTING AND FINAL GRADES SHALL REMAIN
ESSENTIALLY THE SAME
4. NO DETERMINATION HAS BEEN MADE BY THIS
OFFICE AS TO COMPLIANCE WITH TOWN {
ZONING REGULATIONS. OWNER/ APPLICANT IS
TO OBTAIN SUCH DETERMINATION FROM
APPROPRIATE AUTHORITY.
5. THIS PLAN IS VALID IF IT IS STAMPED AND
S'GNED IN RED. THIS OFFICE ASSUMES NO
RESPONSIBILITY FOR INFORMATION CONTAINED I
ON COPIES N'H!CH DO NOT HAVE ORIGINAL
STAMPS AND SIGNATURES
I
6. ALL COVPONENTS OF THE SANITARY SYSTEM
SHALL BE CAPABLE OF WITHSTANDING H-10
LOADING UNLESS THEY ARE UNDER CR WITHIN
10 FT OF DRIVES OR PARKING AREAS. H-20
LOADING SHALL BE USED UNDER OR WITHIN
10 FT OF DRIVES OR PARKING AREAS
Z SETBACK REQUIREMENTS (MINIMUM)
FRONT SIDE 42' REAR c�
APPROVED: BOARD OF HEALTH
DATE AGENT
PROJECT LOCATION:
"tom
APPLICANT:
r�0177eS
and Use
Technolow, Inc.
( FORMERLY R. J. OWEARN , /NO. I
Engineers - Land Surveyors - Sanitarians
35 ROUTE 134 - UNIT 3 -P 0. BOX 237
SOUTH DENNIS, MA.
REVISIONS
INC 1917
ell
SCALE: DATE+
/ 20' Aug. 25, /988
DR. BY IAPPD. BY? ..�
ooB No.e� ¢2O9 SHEET / OF /
�75t araTn] FORM 9/9/87