HomeMy WebLinkAboutEngineered Plans - Rev. 1993:CTION - SEWAGE
TOP OF FON,
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- 336". 73 m
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• ELEV. ELEV.
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I \ \ a
WASHED STONE W �\ _ \ \� e O
R SAC i4 L-0- �,�CG��U } , �Q . %T . m UN r r 'rYF'I; ; p a
ST HOLE LOG gzrav
__9;
i DATE _ �O �✓ WITNESS � f it p
u
DESIGN �yj..BEDROOM HOUSE - " -
-= C�►•l
T.H. 1 -?0,6 T.H. * 2 � ! �~ ts�., -741 ,rte
ELEV. ELEV. �'
% f'•� <,��Go1L.
J PERC RATE MIN/IN. W 7e, r
2 , J
I, V, 7'i ci' FLOW RATE l ( G� (GAL./DAY) k '?y?I - a 7
-- SEPTIC TANK 41-3C
Q SEPTIC TANK SIZE '� I �} '&�
� a
LEACH FACILIT
SIbE WALL I 10 3•ra ) = i D t 2, y) = 27 Gj G/D.
_
BOTTOM 1- �� 1 .!)) _ G!
M�t�lcJl� TOTAL I''1 6 �S�{r��
ioo.00 '
/ ���_ -� _ }--�-_ ___ — s3s•Io s W 229.
- i�2
1 I�tEv,(af,Li USE.I
d-740
WATER ENCOUNTERED x 11 +�wll� Lvt_o� MAP Y l •�Q
1
►TES: (UNLESS OTHERWISE NOTED} �PLtHOF,t�ssraT
TUM (MSL) t TAKEN FROM _ D_AJNI _QUADRANGLE MAP q TI�THY -+
iNICIPAL WATER z J. m ISH OF Iy 1 �U t ` -------ar �lO �� = %2,
'E PITCH./'PER ' FOO -- AVAILABLE BRADY �l�A gsJq I i - t
p E {,,€ V -6:117,p.1.
SIGN LOADING FOR ALL PRECAST UNITS. AASHO-H-10-44. u #35776 o� C� COY PIC AL.
!0-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO,P"n
T. OR MORE OF COVER ESSSANE FVAy�
J GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES. (1) FT S1jRVE No95
NDESI .7 N DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAG O NOTE: THIS SITE PLAN WAS NOT PREPARED FROM AN SITE PLAN
INSTRUMENT SURVEY. UNDER NO CIRCUMSTANCES
. UNSUITABLE MATERIAL WITHIN 10 FEET IN ALL DIRECTIONS FROM THE CO',STE•' ARE DISTANCES, BEARINGS, OR FEATURES SHOWN Lc'T { 2
\CHING FACILITY SHALL BE REMOVED AND REPLACED WITH CLEAN ( 1 S O TO BE USED TO ESTABLISH PROPERTY LINES. LOCUS _- T+�MG'�J'i+4
DIUM SAND. ; �
NSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM OF MASS pQ[• t./�iJ% tS-I>F it:E i> ,�dj7�j
ITE ENVIRONMENTAL CODE TITLE 5.
NTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION
'eCV T2 _ �4 �44 East Cape EngineerinC
CIVIL ENGINEERS
LAND SURVEYORS
VTOU RS ((EXISTING) - - - - - - - - - - - - - BOARD OF HEALTH
(PROPOSED) -0-0--0-0- APPROVED ----__DATE MA X44 Route 28, Orleans, Mass.
REF
PREPARED FOR:
SCALE _ ��_ ` -' • _ Io'�2
DATE -
•
MON - SEWAGE
OP OF FDN
7CA• ':;7 — LEACH
(MSL)* — T
— SEPTIC TANK — — "D" BOX —
IN��i Tee . 0
bVTt.FT- TIF a 1A :. - "2" OF I RTO 1/2"
4 WASHED STONE
14T-
OUT ' IN OUT I O� IN -
UT
SEPTIC �(,��"�Z�l %•Gr,�jl
_ TANK
ELEV. ELEV. {`
ELEV. ELEV ItY `7'��' -'_ •_i,:.. -r.
ELEV.
ELEV.
`i ToT:�T 7 TbwtJ DfL1t-�K+r►� '11,x ---------
T+i = PSR. , OF +IreAk, + N rTZ&.'tL V
�1 rSb R>:tatJL.e�-110►-► Lt'Nt 1'f'h Tl�f� r�Aa�l M� t -'f . '�r
iBGR OF BEriRLUMhE� �"
1.11.1 >,TED TO "
"fi C M�k1C I M L.iM A-k_�WAOLZ LAW 1J & 2S4 1S U M ttEi7
j 1 C-� 5Q • �. Tp "j'}{� �%�1�iL� OF T1+� - �>r �+M of Tri � i 2
�v�A,NC�Y ��Mtr, A iz 1� LA�,D 4%9v c9 of �.TO • ,>n��
WASHED STONE
LAW N .3►ZE& LWT
ST HOLE LOG
TBY DESIGN BEDROOM HOUSE
T DATE _
T.H.T.H. # 2
ELEV. mac ELEV. /J
�I •i St)P��Allr PERC RATE _ G� MIN/IN. r.
FLOW RATE 1 I C7 (GAL./DAY) k
SEPTIC TANK �--�`�
REQ'D SEPTIC TANK SIZE
-F- I toe
LEACH FACILIT \
SIbE WALL f 10 �i•� 1 l D (Q, �j) = Z� G/D.
G/D.
–yj �Ev.lr"�•� BOTTOM 42 (t.t7) _
M�I.I0.1
TOTAL
USE: LEACHING FIT
I � �
- 1 Lj � ' �V E•/ , � , Ls E I �,/� -'O
O WATER ENCOUNTERED W _ - ----
TOTES: (UNLESS OTHERWISE NOTED)
DATUM (MSL) t TAKEN FROM _DGZQN%G' QUADRANGLE MAP
MUNICIPAL WATER _ -4 -.— AVAILABLE
PIPE PITCH: Y." PER FOOT
DESIGN LOADING FOR ALL PRECAST UNITS: AA9MO-H-10-44.
H-20-44 WHERE VEHICLE LOADS ARE ANTICIPATED OR WHEN SUBJECT TO
4 FT OR MORE OF COVER.
MIN GROUND COVER OVER ALL SEWAGE LEACHING FACILITIES (1) FT
THIS DESIGN DOES NOT PROVIDE FOR THE INSTALLATION OF GARBAGE
GRINDERS.
ALL UNSUITABLE MATERIAL WITHIN 10 FEET IN ALL DIRECTIONS FROM T E
LEACHING FACILITY SHALL BE REMOVED AND REPLACED WITH CLEAN uL�
MEDIUM SAND
CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH COMM OF MASS Fez
STATE ENVIRONMENTAL CODE TITLE 5
CONTRACTOR TO NOTIFY DIG -SAFE PRIOR TO CONSTRUCTION a ^
CONTOURS (EXISTING) - • - - - - - "' - - - APPROVE I
(PROPOSED) -0-0-0-0-
PtHOF,ygss9
TIMOTHY oy
J. m
BRADY
#35776
n
m
KJ ql I E r
UA T I-.---
�o���P�,tN OF MAS 9
JANE EVANS
No. 957, /
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r�
__---- SITE PLAN
NOTE THIS SITE PLAN WAS NOT PREPARED FROM AN
INSTRUMENT SURVEY UNDER NO CIRCUMSTANCES LOCUS
ARE DISTANCES, BEARINGS, OR FEATURES SHOWN
IlAh
TO BE USED TO ESTABLISH PROPERTY LINES
I
East Cape Engineering
CIVIL ENGINEERS
LAND SURVEYORS
BOARD OF HEALTH #t44 Route 28, Orleans. Mass.
_--_— MA —
R E F
PREPARED FOR �---
I ►.] U, �, 1 "�. o ff• lt? r" jS•F 1'�w�^t% 4.1� ii", N651_
SCAt E _. = ._ -�-9 - ��7� i i74
DATE
Rev%•lp,�,"g3
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