HomeMy WebLinkAboutEngineered Plan - 2007l A GENERAL NOTES.-,
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ACCESS COVERS MUST RE WITHIN INSPECTION 9' MINIMUM. I N 1� ER,:l, EL E l�A'T I VIV S IJ.G S"I �GN G(� ITER ES
6' OF FINISH GRAD PORT ^3' MAXIMUM COVER /tvVERT .AT` BUILDING 2 - f0f.5._ ' . DES lGN FLOW: .
r04.2 FIRST 2' TO
. ;INVERTIN SEPTIC TANK. 4 BEDROOMS AT 110 G.P.D. PER I • THIS 'PLAN !S FOR THE DESIGN AND CONSTRUCTION
!00 "9
BE LEVEL MIN 2 OF PEA STONE" OF THE SEWAGE DISPOSAL, SYSTEM ONLY.
!+ INVERT OUT, SEPTIC TANK fCO.55 BEDROOM EQUALS 4 0 G. P. D:
..-, I f NVERT , ll'I D f ST. 803f': 100.52
V D1AM P1aE 314' -- 1 1/2' DIA: ) � NO GARBAGE GR1/JDER . ED BE
° I,NFRT OUT DIST. s"OX: 100.3 SUM FOR NCH MARKS
' T SET. SEE SITE PLAN.
� _�t _ ; 00.35 � ` f 0' �° DOUBLE -WASHED E .WASHED STONE
- � 2. VERTICAL DATUM IS AS
.
/01.5 'GA5 , r 100.65 _ ° 1
III f `
.°a 99.5 ! rJVERT IN LEACH CHAMBER: 100.33 SEPTIC TANK REOUI RED : METHODS AND MATERIALS AND
! 00.9 BAFFtEl , 1-2l t 00.33 ;BOTTOM pF LEACH CHAMrEF' : 99.5 3. ALL CONSTRUCTION ME
E HIGH CAPACITY INFILTRATOR 440 G.P.D. X 200% 880 GAL.
t �3 OUTLET CHAMBERS W13.5'± STONE AROUND AOJUS TED GROUND WATER : r•J!A SEPTIC TANK PROVIDED: I DED : 1500 GAL . MIN. MAINTENANCE OF THE SEPTIC SYSTEM SHALL
D -BO.:
4 1500 G.4L. /0'ir x 50'1 x l0'cl ;OBSERVED GROUND RATER: NIA CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
SEPTIC TANK 6' CPU;>HC•D STONE OR SOTTOM OF TEST HOLE #1: 93.1 SOIL ABSORPTION SYSTEM REOUIRED.: BOARD OF HEALTH REGULATIONS.
COMPACTED ^ASF, DESIGN PERC RATE C 5 M1 N/1 NCH
1 g / SOIL TEXTURAL CLASS - t 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
PROF I L E : NOT TO SCALE EFFLUENT LOADING RATE 0.74 GAD/SF AREAS SUBJECT TO VEHICULAR ,TRAFFIC OR GREATER
44fl GPD /-0.74 GPD/SF 595 S.F. REQUIRED THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL ',LOADS.
PROVIDED: 6 HIGH CAPACITY INFILTRATOR
CHAMBERS W/3.5'3 STONE AROUND. A-600 S.F. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 OR
600 S.F. z 0."74 - 444 GPD APPROVED EQUAL.
6. SEPTIC TANK AND D -BO
TES
7- X SHALL BE REINFORCED
- SOI L l C S T P I l DA TA ® PRECAST CONCRETE AND WATERTIGHT. D -BOX SHALL
'• o INDICATES �7 INDICATES
BE WATER TESTED TO CHECK FOR LEVEL WHEN THERE
S' PERCOLATION --- OBSERVED IS MORE THAN ONE OUTLET.
r , TEST GROUNDWATER,
j� rJ ., -- - -r ____ B/D:1 FRO 7. BEFORE CONSTRUCTION; CALL 'DIG -SAFE'.
I v TP o!
I -888 -DIG -SAFE AND THE LOCAL WATER DEPT.
�O , HORIZON TEXTURE COL OR 03 ! FOR LOCATION OF UNDERGROUND UTILITIES.
r.
N'7 4'
14 .42 4 �',J _ _ ! ' FILL 8. EXISTING CESSPOOLS TO BE PUMPED DRY AND
BACKFILLED.
/ - ! 102.4
g LOAMY....... IOYR
SAND 5/2
"'- / O ��� �4 �\ ! 14• ....................................... 101.9
�- /// I cs 1 �l LOAMY IOYR s -'
15.683+ S.F.
4 6 '�? ,zN of ,per
SAND /
28 ..................................... 100.8
! !
�- ... LOAMY IOYR
,{
o i / ! t l MEDIUM SAND 5/8a
m / V I NE ROOM i ( _ o .• ?do- <<�< ; ,C
/ BEDROOM
'
KITCHEN
GARAGE t t 1 _ _-- - _ - - -- L`-�'"�•.
! DINING t ! '` !i o
1 ;BATH
! FEDROnM f I \
i \
` eu. cc�NER of 120 ' NO WA TER 93./
r Z BULKHEAD. EL -104.17 OCK PATIO it?.9 ` \;
Co RETE BL / �! \ DATE: SEPTEMBER 19. 2007
Y TEST 8Y: STEPHEN HAAS
GATE % \
N ! WITNESSED BY: AMY VONHONE
io
BEDROc vl ysPooL' / f ; ! \` PERC RATE: l 2 M1N/INCH,
BEDROOM PATH T s i CESSP001 1500 GALLON . t i \ M
SEPT I � TAN?C t 0 f . � \ Z - �• \ r3"iEd•'i-!�t e-
-
1MAMAS
E SECOND FLOOR. PLAN `� a, 6S
n � � C kr �fl 'ealffi Dep E �t'0 :�54vi
y l2 OAK t �.
q sg
5 y c' •,J OV n fv, LR�t m+ Q �G [� P, f
Im syr 10 .0 " m \ CC/OH FP1D 'f;3'r, ti, .s11
,
m
- 'LINE ... moi " a NOV 0 2007
otNE �os.2, , G�' ,�� 5
Cl. 139 71 -.. _ � � ! !
FEr'CE $ Tgo34' 6 HIGH CAPACITY
_ �CKA�E� `, _ INFILTRbT.R CHAMFERS _ten
M'/3.5 •= STONE :.ROUND
SEP T I C S YS TEM DE -5 / G/V
CHEL L E ' S P.4 TH , M.4 P 75 . fila R CEL 2
T YA ,moo v �-,� ,
"A .
PRE -PA R ED FOR
! z . LEGEND
KA TI -IL EEN A MB R 05 E
EET7Y'S-PATH n CB CONCRETE BOUND
} r -�-, - -, } V / -W WATER LINE SCALE .. _ 2 O
�cN ` I _ OCTOBER 3.0 2007
W - V HYDRANT
\ I
Lo U
;. -G GAS L INE E A G l- E U R V E Y I N G
°. i N C
OHW OVER HEAD WIRES
RES 9 2 3 R o u t e 6 A
�1 ? p•` '. LIGHT POST
I l
PLASHES _ �` Yormouthport MA -
02675
/ - .
J/ PCNP :, a _' UNDERGROUND TEL HONE L l NE // �/ 11/ 1 11� 5 0 8>_ 3
E UNDERGROUND ELECTRIC LINE _
8132
--T EP �
--- CTV- UNDERGROUND CARL EV I S I ON LINE �1 / 5 O 8 "� 4
40.4 SPOT ELEVATION
;..EXISTING CONTOUR.
•. �. n- PROPOSED CONTOUR
!f._ ri x :-•...aa 0�_ l0- - X1'0 ` ` ��i0 -f.x •..v"•r�; - ..- •...
=JOB : 07= 094 FIELD : CFW/EEK CAL C: SAH/CFW CHECK: CFW DRN: SAH
L OGCjs 1�9AP ..� .1.