83-1303 - Site Plana
a
.ELS b.q3
e
10 FT. MIN.
ten_
a- 4' CAST IRON (OR
EQUAL) PIPE- MIN.
PITCH 1/4' PER FT.
rEL-=
EL= 'o- o
Ib S 7 z SFY'� _LIn lr OP SnNG t7�nJAT nr-1
$ \ fl a3� L'E4�12Eo dQ.10R Tb Cn+JK of
�• Ra+•o. - sem' 11 or's�"'no.-1
I32.7S !�� F AND DE'i-b��5 ' 2�V. $-3- 8•r t PRb2�^'t.
0
ID�
-f0
AL,C.a. S t
Q
r I 1
1
8 I I
u
tkk„
LOT i
�t
INLET
I
20 FT. MIN.
CONCRETE
COVERS
�L 12 MAX.
(FLOW LINE --,4
T Id MIN
1220 GAL.
8073 1TTt_:_ =._
r OBSERVED WATER TABLE EL=
Illi
t
HYDRANT
PIPE- MIN. PITCH
CATCH BASIN
SOIL TEST
LALL WORKMANSHIP AND MATERIALS, SHALL
TOP OF FOUND,
1/8" PER FT.
PROFILE OF
2.ALL COVERS TO SANITARY UNITS SHALL BE
EL.
OBSERVATION HOLE I
OBSERVATION HOLE 2
OBSERVATION
HOLE, 3
DATE OF TEST 0 -I -2U
DATE OF TEST
DATE OF TEST
OF
WITNESSED BY D_
WITNESSED BY 2. 0/-\ ,Of)
WITNESSED BY
MIN. EL= 10. i
PERC. RATE `� MIN./INCH
PERC. RATE MIN/INCH
PERC. RATE
MIN./INCH
7.7
ELEV. _ 9 -D
7. SETBACK REQUIREMENTS .(MINIMUM)
ELEV. _
ELEV.=
_ ��
PROJECT LOCATION:
2% MIN.
APPLICANT:
0
2_J NCAPIQ SUQVGN/(52
LEVEL
0
35 ROUTE 134 - UN/T ' 3 - P. O. BOX 237`
SOUTH DENNIS., MA.
REVISIONS:
' LO/Y"1 1
SJL3 SoL-
EL= 1 a
DATE: to -t4 -94 `
74
APPD. BY
JOB NO.: 44112
EL= 8 21
D
EL= "t.6
EL=
0
EL= '7.9
EL= S•)
DIST.
kb Vro e-.
Z.
BOX
120'
WATER AT EL= 2 Z
WATER AT 2— EL= Lfl
WATER AT
EL =
01� TJT. t ey rL may.
a
a
.ELS b.q3
e
10 FT. MIN.
ten_
a- 4' CAST IRON (OR
EQUAL) PIPE- MIN.
PITCH 1/4' PER FT.
rEL-=
EL= 'o- o
Ib S 7 z SFY'� _LIn lr OP SnNG t7�nJAT nr-1
$ \ fl a3� L'E4�12Eo dQ.10R Tb Cn+JK of
�• Ra+•o. - sem' 11 or's�"'no.-1
I32.7S !�� F AND DE'i-b��5 ' 2�V. $-3- 8•r t PRb2�^'t.
0
ID�
-f0
AL,C.a. S t
Q
r I 1
1
8 I I
u
tkk„
LOT i
�t
INLET
I
20 FT. MIN.
CONCRETE
COVERS
�L 12 MAX.
(FLOW LINE --,4
T Id MIN
1220 GAL.
4" SCH. 40 PVC
8073 1TTt_:_ =._
r OBSERVED WATER TABLE EL=
Illi
TANK
HYDRANT
4" SCH. 40 PVC
8073 1TTt_:_ =._
r OBSERVED WATER TABLE EL=
CLEAN SAND
TANK
HYDRANT
PIPE- MIN. PITCH
CATCH BASIN
GENERAL NOTES
LALL WORKMANSHIP AND MATERIALS, SHALL
J, 4tcHE"sr-Oo5t--eVcb WATE2 ka- Ev.
1/8" PER FT.
PROFILE OF
2.ALL COVERS TO SANITARY UNITS SHALL BE
PRECAST
3.EXISTING AND FINAL GRADES SHALL REMAIN
ESSENTIALLY THE SAME
4.NO DETERMINATION HAS BEEN MADE BY THIS'
cS¢ P¢Eitn.fgthariev. ID.S-�� �.,
SEWAGE
FLOWDIFFUSOR
2" LAYER
OF
SIGNED IN RED. THIS OFFICE ASSUMES NO
NOT TO SCALE
ON COPIES WHICH DO NOT HAVE ORIGINAL
MIN. EL= 10. i
1/8p 1/2" WASHED
SHALL BE CAPABLE OF WITHSTANDING H-10
CLEAN OUT AND
10 FT. OF DRIVES - OR PARKING AREAS. H=20
LOADING SHALL BE USED UNDER OR WITHIN
STONE
7. SETBACK REQUIREMENTS .(MINIMUM)
FRONT �0" SIDE If REAR ZO
2'-0"
_ ��
PROJECT LOCATION:
2% MIN.
APPLICANT:
2_J NCAPIQ SUQVGN/(52
LEVEL
Engineers - Land Surveyors - Sonitar-iOns
35 ROUTE 134 - UN/T ' 3 - P. O. BOX 237`
SOUTH DENNIS., MA.
REVISIONS:
EL= 1 a
DATE: to -t4 -94 `
DR. BY: _
APPD. BY
JOB NO.: 44112
EL= 8 21
D
EL= "t.6
EL=
0
EL= '7.9
EL= S•)
DIST.
BOX
WASHED STONE
I4
SEPTIC
8073 1TTt_:_ =._
r OBSERVED WATER TABLE EL=
Z. 2-
TANK
HYDRANT
USTED- GROUND WATER TABLE ( 4 / 7 / 8'a, EL=
CATCH BASIN
GENERAL NOTES
LALL WORKMANSHIP AND MATERIALS, SHALL
J, 4tcHE"sr-Oo5t--eVcb WATE2 ka- Ev.
TOWN OF RULES & REGULATIONS
PROFILE OF
2.ALL COVERS TO SANITARY UNITS SHALL BE
btrEanl »i 3Y w�ti noNrmztyc.
3.EXISTING AND FINAL GRADES SHALL REMAIN
ESSENTIALLY THE SAME
4.NO DETERMINATION HAS BEEN MADE BY THIS'
cS¢ P¢Eitn.fgthariev. ID.S-�� �.,
SEWAGE
DISPOSAL SYSTEM
APPROPRIATE AUTHORITY. ,
`52no.�� r o�rlalis• 17�V. g.3 -e,7:
SIGNED IN RED. THIS OFFICE ASSUMES NO
NOT TO SCALE
ON COPIES WHICH DO NOT HAVE ORIGINAL
STAMPS AND SIGNATURES
6. ALL .COMPONENTS OF THE SANITARY ,SYSTEM
SHALL BE CAPABLE OF WITHSTANDING H-10
CLEAN OUT AND
10 FT. OF DRIVES - OR PARKING AREAS. H=20
INSPECTION COVER
I
A : 0"
I
{ , PLAN VIEW
I \t t
L--24' DIA_ COVERS }° !� ® ®rj
Q �L
PLAN VIEW FRONT VIEW SIDE VIEW
FRAMES 8 COVERS SHALL
BE SET WITH MASONRY UNITS FLOWDIFFUSOR DETAIL
Yi41CH APE TO BE MORTARED
IN -1 ACE NOT TO SCALE
,... '' f—REMOVEABLE COVER
.o" x LIN. ':'.D OUTLET � -
6"R^?i FLOW LINE _,� OUTLET PIPES
Q `2 - AS REQUIRED
to
MIN.
o' KIN
INLET FLOW OUTLET
UNE - .:
4 FT. MIN. - o:
LIQUID °. I 2" 6
DEPTH
/INLET TEE PROVIDED
PER SECTION 15.10.2
a TITLE 5
NO. OF OUTLETS. '
CROSS SECTION VIEW OUTLET TEE DIST.BOX DETAIL
LIQUID DEPTH TEE DEPTH NOT TO SCALE
SEPTIC TANK DETAIL BELOW FLOW LINE
4 FT. 14 INCHES
NOT TO SCALE 5 FT 19 INCHES �. Co rv�cr�L Is ResPoJ�1o1_f F i vEe�ncnrt� t op a� �sro ,sp
�'U•ve.•noa� �ti1CwPrNC, Lam: L"11.11. vilun eS t'ztou Tp r:cvJ S?Qu cTt a -I. IF
6 FT. 24 INCHES Ary D15cec_Pa c"Ts A112 -E- ���a D, T*-:. oc::tfE S Au ee fo'n F'I0—:.
7 FT 29 INCHES IhM tI�IATt y
8 FT. 34 INCHES t. 6VTTt^R,5 S-rALL aha 'I'D A. o Irz�rl T-HC:V7c Tb n+zv�,.At 1_s.
yj 10. r-OL,I- PASFl1u-,,ir 1JOT Ft -pr T'R,b. C"i. t_ SP.=CE CoLy. - PEl2.. F'IPtJ RG'V. 6.3
DESIGN CALCULATIONS It: cHC-Cx VA�v=5 SH/�w BE 1IS�V_0t> vF s <T)u1C P
$CaQD Ot^ Ht TH. L.;Cti EX rIFG. SECVICC V/EtiNT SE Z-4 oSL l -TWA-_)
NUMBER OF BEDROOMS 3 IZ. SEC CDP no,4t _ 9k7rV_-20IC_C Pa t; : 1 eF Z • Psft.IM. P�^.J " REV. tv-s-83.
GARBAGE DISPOSAL UNIT, ....... f�O /+,4C ,zorZ � SFtitoNS A"D DF"*ptl.S' Leo. 6-3-S'1.
TOTAL ESTIMATED FLOW 13. L_o-�- Is L•0cnrt:_'7� IAJ PLOa SONE A-IZ , LFL, to , F12n 5-17-56,
( "c' GAL/ ER./ DAY x BR.) .......... "70 GAL/ DAY
IN'. F+D. HV:yT RE F rith1: OF 2' A'Al. yPP1'1.(i .O.N.
REQUIRED SEPTIC TANK CAPACITY .............. 4`I S- GAL.
ACTUAL SIZE GF SEPTIC TANK 1000 GAL.
LEACHING AREA RECL'IP.EMENTS
SIDEWALL AREA z.s GAL./S.F.Al
BOTTOM. AE EA GAL./S.F.r RICHARD G1 /r iw J+
LEACHING CAPACITY (BOTTOM t SIOEWALL) '9'o GAL. JAMEgS� 1^Y ^}
v 1 OHEAQ _ J 1�
I VLx Z.S. lc •' . i 22.1`= ' 1 =� Y ',`.- Ne eT H/' O 27671 p/=
RESERVE LEACHING CAPACITY.., SP'O GAL. \\ .13
;02
EXISTING CONTOUR --- 00 - - - - - -
FINAL SPOT ELEVATION )�
FINAL CONTOUR 00
SOIL TEST LOCATION
TELEPHONE POLE -0-
HYDRANT
TOWN WATER W
CATCH BASIN
GENERAL NOTES
LALL WORKMANSHIP AND MATERIALS, SHALL
'.CONFORM TO D.E.Q.E. TITLE 5 AND THE
TOWN OF RULES & 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
SIGNED IN RED. THIS OFFICE ASSUMES NO
RESPONSIBILITY FOR. INFORMATION CONTAINED,
ON COPIES WHICH DO NOT HAVE ORIGINAL
STAMPS AND SIGNATURES
6. ALL .COMPONENTS OF THE SANITARY ,SYSTEM
SHALL BE CAPABLE OF WITHSTANDING H-10
LOADING UNLESS THEY ARE UNDER OR WITHIN '
10 FT. OF DRIVES - OR PARKING AREAS. H=20
LOADING SHALL BE USED UNDER OR WITHIN
10 FT. OF DRIVES OR PARKING AREAS
7. SETBACK REQUIREMENTS .(MINIMUM)
FRONT �0" SIDE If REAR ZO
APPROVED: BOARD OF HEALTH
DATE AGENT
PROJECT LOCATION:
`LoT . to ASi��I C �D; Yui' oUTI t t!�
APPLICANT:
2_J NCAPIQ SUQVGN/(52
_0
Engineers - Land Surveyors - Sonitar-iOns
35 ROUTE 134 - UN/T ' 3 - P. O. BOX 237`
SOUTH DENNIS., MA.
REVISIONS:
SCALE t 'o-
DATE: to -t4 -94 `
DR. BY: _
APPD. BY
JOB NO.: 44112
SHEET I OF I
_ _ - FORM 9/8/87..