HomeMy WebLinkAboutEngineered Plan - Rev. 19891
20 FT MIN
.
SOIL TEST
TOP OF FOUND. —5L OC -0
• EL: = loa_4 10 FT. MIN.
CONCRETE SCH
HOLE 2 OBSERVATION HOLE 3 4 . 40 PVC CLEAN SAND `� ��
OBSERVATION HOLE l OBSERVATION COVERS
to- t2-t3`i lc�-t7 t3� DATE OF TEST PIPE- MIN. PITCH
DATE OF TEST DATE OF TEST
A.! 1/8 PER FT. PRECAST
WITNESSED BY D.r*1 WITNESSED BY U.ir1 . WITNESSED BY
FLOWDIFFUSOR 2LAYER OF �� o
PERC. RATE MIN./INCH PERC.. RATE -3 MIN./ INCH PERC. RATE MIN./INCH o 41 CAST IRON (OR
_ /8 - I/2�r WASH
EQUAL) PIPE- MIN. �-- �L- 12" MAX, � _r
' MIN. EL 99 S I ED G�Q�
STONE
- Wa Nia
1� _ �I(�. 5 : — EL EV. = PITCH I/4 r PER FT. o
- ELEV. _ �7: G _ cLE,. - � 2 /o MIN.
2 0
Top c So�USUI� `.` Tr>P atJGSotL LEVEL
3L Ei.=93.5 .,: r n.;,•,�• IN
4t3 EL=',3.C- ...a a• FLOW LINE - EL=
'T
• EL= 10 MIN.
a o
7z e,= 90. s
EL= 98"E 0` E7 EL= 0t7..ci � L�Ncvc.N
EL -
164.
EL_
oJ
Oo
dMEQ 5ANO 7-T�
. �t4EL= �Io (:�A
- EL= 98'0 y
,H20_Ct= tis. DIST. 3/4-1 1/2 �S, -
WASHED STONE o
H144 BOX LOCATION M AP
WATER AT EL= ` 12.9 EL- 85.E
t41 HS, i WATER AT - WATER AT EL =
O0O
t=� o rA L_o-r: �G 4 sU,a � GAL.
SEPTIC LEGENDS
BUT-TOM-_.--{jF_ :.-TEST =.HOLE. =:O#�_ OBSERVED WATER TABLE EL= 85.1
ADJUSTED GROUND WATER TABLE 00 /R /°&=t) EL= EXISTING SPOT ELEVATION OOXO
TANK
EXISTING CONTOUR
�
FINAL SPOT ELEVATION
PROFILE OF
j FINAL CONTOUR 00
SEWAG DISPOSAL SYSTEM
SOIL TEST LOCATION
NOT TO SCALE
N
'TELEPHONE POLE
CLEAN OUT AND HYDRANT'
' y INSPECTION COVER TOWN WATER
I
Lo-vS S-8 S CATCH
8 [A
i 1._.0•r 63 TCH BASIN (®�
_j I I I GENERAL NOTES
[.:ALL WORKMANSHIP AND ,MATERIALS SHALL
I \-2�O O
I
,x/ t },,;�,,�„•�^'';;•',7, i I I I CONFORM TO D E Q.E. TITLE 5• AND THE
TOWN OF \/AQ 001 1 RULES a� REGULATIONS
- - - - - - - - - - FOR THE SUBSURFACE DISPOSAL OF SEWAGE
,qo,X �:• '. _ . ,rv�rF.;x,f: _ _ f..�.,nr.a.,.r: i � ,�/`/r;, i I/ ,«,,, .;� •� r,i, /, ,, . l�� , /
; /, / /: „' / ;,, ,;, .,.r: �I I� Iu' 2. ALL COVERS TO SANITARY UNITS SHALL BE
/il 'i'/ //'%//, ; , //ji ", " . i 7 $' lU F�IJ'w! I I n
// ' ,'n
I % •' ,'%;' ' / ///; / rave!' ,�r ".- I BROUGHT . TO WITHIN 12 OF ` FINISHED GRADE
l AD HALL REMAIN
/ 3. EXISTING AND FINAL GRADES S
„ /,1/i;• :/;;; /;, ' : ,- -=:,�„ •.%. /r ^•,`,�., f I I f LAN VIEW ESSENTIALLY THE SAME
- `�•!'/1F3i i ' !//:// /,'j'/ �t';i;':A
,x, i I 4.N0 DETERMINAT ON HAS BEEN MADE BY "THIS
171,
-:i//,';� /;''„ ', / •; tcyc.4 _c I OFFICE AS TO WI
COMPLIANCE TH 1 OWI
ZONIfVG REGULATION
L - - -- - - - - - - - - - - - -1 c:. OWNER./ APPLICANT ..js!:
,f �,- r �': ,.
t�DETERMINATION ;;' TO OBTAIN SUCH OETERM _FROM
� I� =1 ® �� � CQ �—► �1 APPROPRIATE AUTHORITY.
N J - 24 DIA.' COVE RS
LfMi- of _ - .y I f t .,-� THISPLAN IS VALID :.IF IT IS STAMPED AND.
- ~ 5
;� io' l EXct✓A't-lo �� � ;; •. y4 .:; , � - I . _- . - � fP
i E PLAN IEW SIDE VIEW SIGNED IN RED. THIS OFFICE ASSUMES' NO
a FRONT VIEW
Lo RESPONSIBILITY FOR- INFORMATION" CONTAINED
f; i = tZG I i ON COPIES WHICH DO NOT: HAVE ORIGINAL
(' / P FRAMES a COVERS SHALL o -
BE SET WITH MASONRY UNI i siFFUSOR DETAIL
STAMPS . AND SIGNATURES
WHICH ARE TO BE MORTARED FLOWD 6. ALL COMPONENTS OF THE SANITARY' SYSTEM
IN PLACE NOT TO SCALE
'
J11
SHALL BE CAPABLE' OF WITHSTANDING; H=10
_, - _ _ I " I LOADING UNLESS ' THEY ARE. UNDER OR WITHIN
o: 10 FT. OF DRIVES. OR PARKING AREAS.' H`20
c ,. I n� L� f INLET .D.. OUTLET REMOVEABL!E COVER
_ i s®�'' r , 3rr MIN. 1 LOADING SHALL,. BE USED UNDER OR, WITHIN ,.
_.,
�J-\ �� 1
: i �k p —',- 6 MIN. F,,LOW LINE—�- _.� OUTLET PIPES 10 FT. OF DRIVES OR PARKING AREAS
y G ^ 1 I -
- AS REQUIRED I 7. SETBACK REQUIREMENTS (MINIMUM)
1d' MIN. FRONT SIDE Via` REAR 2c�
INLET e.
7_03 E . �'� r1 c n; �. r� � t N c'�'c�
FLOWJ :b: OUTLET
�• .� rad] r. ;•� C r i� ALINE APPR V D B ARD EALTH
4 FT. MIN. ` rr DAT , A _ENT
LIQUID I�,
/ U \ DEPTH o
�. s LOTS S7 Q STA\ ` 0..... •, . i PROJECT ` LOCATION:LOTS S7 . :
/\ r1 15,600 SF* /
INLET TEE PROVIDED -7r
�a
PER SECTION 15.10.2
h • ' C.>4�tE=� sr.��-�T` v�4cz►�ovT�-�,,
t ,: ,.. , : •a:: TITLE 5 �
�► t To.F' �h ` 5 R ,tio c a... Q. �:APPLICANT:
NO. OF OUTLET
CROSS SECTION VIEW OUTLET TEE
\ ::: 1 t\ LI UID DEPTH TEE DEPTH DIST. BOX DETAIL
r / a `_ t Q BELOW FLOW LINE NOT TO SCALE i Land
USI? .
r . t SEPTIC TANK DETAIL
4 FT. 14 INCHES
NOT TO S ALE 5 FT. 19 INCHES
CoNTV/'•c TO1�' \a t1F `• �4` }F.iU Foy V,F1 1�(C_c itOrl O f1LL LCCATlUN.a 7ec
�] 24 INCHES G PaNu - tNcwo�t�� �xi�_Mt J-ttU'ne:s,. ��0 !' l C
6 FT. y�vAnvtit�, �� •
7 FT. 29 INCHES ALL PjAj-CVrA.C. SHAt.L U F-7il "I 'JI"IbCr /-ND 1=ot? i FORMERLY R. J.
/ I1 C_t3:;srt M v �. S�artD.
OHEARN
INC:
8 FT. 34INCHES A'� i^: � EvE-�G SYST�1 �ND iT�l Land Sonitor�io
nsEngineers
DESIGN CALCULATIONS
35 ROUTE 134 UNIT 3 P O. BOX " 237
SOUTH DENNISY MA.
NUMBER OF BEDROOMS..,... ....... ............. .
z
R
:.'.:C.' � I� ,al`{6�L1, catarsrJs+.i'�.. EVISIONS'
GARBAGE DISPOSAL UNIT. ...
4, �
3 °
____ ___ TOTAL ESTIMATED FLOW j }
a Kms, )r< _. _..� _ _ a
{ ( I ( tb GAL/BR./DAY x BR. )
........ � GAL./
DAY
} CvREQUIRED SEPTIC TANK C�PAC{TY............ GAL. n,
�wu
31 ACTUAL SIZE OF SEPTIC TANK ................ t�Cb GAL. u l
z LEACHING AREA REQUIREMENTS M
-- - -- - - {
SIDEWALL AREA 2.5 GAL./S.F.
_ -- - ---- __- A 1.0 a GAL. S.F. _ +Rti
BOTTOM ARE /
LEACHING CAPACITY (BOTT M '+ SIDEWALL) -A7� GAL. N.: j - "a "'•_ ,}�': 12-t3 SVi D6
-A70
RiCHARO ; r I r; 'ID
OwIDIF� Uaai? \1
:
7 C� ,i, l o x Z : ka } -t � t .!'? � 8 x l �
JAMES 'x �� J.
l '- 20
1?
2 } p SCALE DATE ll-
- o ..- Gw'ho.EARN4
AU1- C3"Hv-� TAct798 RESERVE LEACHING CAPACITY...........GAL.
DR. BY APP D.' BY
I
JOB N0.
,7
'SHEET L OF:
�.-
FORM 9/8/.87