HomeMy WebLinkAbout83-1511 - Sewage Disposal PlanCONSTRUCTION NOTES:
i SEPTIC SYSTEM PROFILE
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TITLE
E� T� ChRWAIVE 5St10� ���° 1 ALL COMPONENTS - ROTG'.JDO PRECAST OR EQUAL E ) �`��� �'?A�'o� NOT TO SCALE 1
10
ti w v �n I s ADE
�E�� ^��� MA ENVIRONMENTAL CODE
>, ", A,� ./ —F;y OORA�) �L, 9.7VU5`�T COVER
E
iv' : 'EE �; _._��.__ 7_ ALL. PIPE 4" PVC SCH 40.� IG
ACCESS COVTf, ET eR JGHT TO
1 ! N'' A 3 MAATERWLS AND METHODS OF CONSTR!JCTiON SHALI -- vTHIN r F rats f„GRAD
1 �1 tINh1UN SETBACK DIS AN E FFO
SOIL AF SORPTION SYSTEtt TO AN CONFOF01 TO THE REQUIREMENTS OF TITLE_ V, MASS-
Er�H ` ' .(oXl � � lIs✓” -�t ' "Ax'� `.,'/ >y t (iN�tGC' ROLND ;.4JMRING ['JG-
ENVIRONMENTAL COOL . AND THE REQUIREMENTS Of
REOJIRD'8' PROPOSED '----
,
_
�
/ THF O„AL BOARD CF HEAL H L-� -I------------ ----
NJ -E• _.
;. L . 1 _. /s. e cE .�F �.. 7 �O� 1'i 112 DOUBLE
:fl h,v , , ., r [ 1 4 ALL TOPSOIL. SUBCOIL AND UNSUITABLE MATERIAL �'- { oL,,;e, c =- -_ ' '" ' 't�: „E i i "" c .----- 'd:As ED s*oN� :FREE
�1�N.P.1UC. SCTBA�K OaTANCE : RO,. A ��� G..,i - r /;��
�a �✓ /' - p SHALL BE REMOVED AS PER 310 CMR 15 2..5 (5) FORA I- , - -` -- - - - --.Rov DUST nvD FwEs
w,v 1, r1
RESERVE R,F2EA 0 AN IN.�ROU JC �,: R �- - ��
- MINIMUM DISTANCE OF 5' LATERALLY FROM ALL SIDES �, sr
<,x. • `� r A Jt'JIv1FdING POOL _-SAN' E, n �� �- BAR
F
, p , OF THE OUTER PFRIMETEP. OF THE PROPOSED SOIL rv. '.
20REIIUIRi.D Pi OFCSEJ) ✓ /�, Auv T « ?
�s rwaa
F",%• I" _ 1:,yV_E . ,' moi,_._.
( ABSORPTION SYSTE(•,1 AND FROM BENEATH THE SOIL cR>rr.-G y RCM o 1sT AND WASHED N� v
� �. / ABSORPPON SYSTEM UNTIL NATURALLY OCCURRING - -- -_. -- /O• /` F� �N� �t < <
)Y! F/hri:r�t; -11 % h PERVIOUS MATER,AL IS OBTAINED PER 310 CMR 15.2.,0 �5
1
AND THE LOCAL B 0 -' OFFICER. F p�sHFo .'SNF
5 _
OFFICER
Locus h1AP - T.S. --- ---
N. - -
��<":, 5 AF -ER THE EXCAVATION IS COMPLETE THE AREA
Nw (-- --- -\ \ELEv__%D��
SHALL BE BACKFILLED AS PER 310 CMR 15 255 (3) AND —_i
j"
*E = THE LOCAL BOARD OF HEALTH._
S ALL UTILITIES Slw^Ot'JN ARE PLOTTED FROM BEST o r v ' O
7/J
AVAILABLE INFORMATION AND SHA -L 5E VERIFIED SEPTIC TANK D
BY THE CONTRACTOR FOR EXACT ELEVIST. QOX.
AT;0N AND _ LEACHING TRENCHES
LOCATION PRIOR TO CONSTRUCTICN OF THE
i \ PROPOSED SEWAGE DISPOSAL SYSTEM".
BENCH MARK : '"' _ ALL CHANGES AND VARIATIONS FROM THIS PLAN
TOP 0.' CONCRETE BOUND 'f //! M1UST BE APPROVED, IN ViRITING. BY BOTH MILLER
15' SOUTH OF END OF ! ENGINEERING AND THE LOCAL BOARD OF HEALTH
EXISTING TIMBER BULKHEAD
ELEV = r 51 1 N G V D 1929) 8 THE DISTRIBUTION B0.% MUST BE 4"DATER TESTED FCR
n ✓� LEVEL AFTER INSTALLATION
lwl
-f ;-F'tOPG;
TEST PIT 1
TEST PIT 2
I
F:
FERC H
LOAN
FitCZIC:
�4
NOTES:
1 PROPERTY LINE DATA TAKEN FROM LAND COURT
PLAN NO 12523 A2 DATED DECEMBER OF 1929.
2 THIS LOT :_IES V'JITHIN FLOOD ZONE V16 ( ELEV_ = 1400
MSL.) AS SH01NN ON THE FLOOD INSURANCE RATE
MAP FOR THE TOWN OF YARMOUTH PANEL NUMBER
250015 0005D DATED JU_Y 2 1992
3 AN ORDER OF CONDITIONS VVILL- BE AOU!RED FROM
THE TOWN OF YARNOUTH CONSERVATION COMMISSION
AND RECORDED IN THE BA.RNSTABLE COUNTY
REGISTRY OF DEECS PRIOR TO BEGINNING ANY
CONSTRUCTION PP.(',POSED ON THIS PLAN
4 EXISTING 70PCGRA,7HY IS BASED ON THE MEAN SEA
LEVEL DATUM OF 1929
REQUESTED WAIVERS FROM THE
TOWN OF YARMOUTH BOARD OF
HEALTH REGULATIONS:
SEC 's ;' MINIMUM ;ETBACK DISTANCE FROM A SOIL
ABSORPTION SYSTEM" TO A WETIANC LINE
[ 100' REO'D 75' 'ROP (NORTH) 88PROP (SOUTH)
SEC 3 7 MINIMUM SETBACK DISTANCE FROM A
RESERVE AREA TO A. WETLAND UNE
[ 100' PEQD 7p PRCP (NORTH)- 88' PROP (SOUTH)
SEPTIC SYSTEM CONSTRUCTION SEQUENCE:
1 HAVE A REGISTERED LAND SURVEYOR (P, L S I STAKE
HE i_INCT OF THE FIVE FOOT (5') OVERDIG
2 REh1OVE ALL UNSUITABLE MATERIAL AS PER 31C CMR
52557 ( SEE CONSTRUCTION NOTE NO 4 )
3 HAVE A RLS STAKE THE LOCATION OF THE SEPTIC
`ANK AND LEACHING FACILITY
4 INSTALL THE SEPTIC TANK AND HAVE A. RLS CERTIFti
HE +_OCATION AND ELEVATION.
5 INSTALL THE LEACHING FACILITY AND HAVE A R L S
CERTIFY THE LOCATION AND ELEVATION
6 BACKFILL THE SEPTIC SYSTEM
7 PROVIDE A CERTIFICATE OF CONSTRUCTION TO THE
'OWN OF YARMOUTH BOARD OF HEALTH
SOIL DATA
SOIL -TEST PERFORMED ON JULY 20 2000 BY
DANIEL A MONIZ AND WITNESSED BY BRUCE
MURPHY'Or THE YARMOUTH BOARD OF HEALTH
TEST PIT 1
TEST PIT 2
I
FINE
SANDY
�5/ FINE
I SAND"
LOAN
� r �
LOAM
DESIGN PERCOLATION RATE _ MIN !IN
!C/
COARSE
COARSE
/ i SAND
SAND
4'
O
MEDIUM
I `' MEDIUM
SANC
SAND
SO FT_
BOTTOM TRENCHES x y LONG x WIDE =
PERC RATE = L 4;f/'A1
PE- C RATE
PEPC D=PTH = 5 'l
PE Z- DEPTH .= AIM
EST SEASONAL HIGH GRND;ES`
SEASONAL HIGH GRND
WATER �L • = �. O
N ;TERfL. = U" fJ
n�
FLOW 1q`' n[' irr
4" VERTICAL FACE
EMBEDDING DETAIL
DESIGN DATA
1 DESIGN FLOW PROPOSED 4 BEDROOM HOUSE NO GARBAGE GRINDER
" PERT rvc
2" OF 1:4 1. 2•' DOUBLE JvASHED
PIPE S - 005
S -ONE (FREE FRDNI
DUST AND PNES;
AREA PERCOLATION RATE _ «' WAIN'IN SOIL CLASS -
DESIGN PERCOLATION RATE _ MIN !IN
PROVIDE LEACHING TRENCHES - K LONG . WIDE
. >'
DEEP
3 LEACHING
AREA PROVIDED
F
SIDEWALL TRENCHES x < ; ' LONG x DEEP x SIDES
SO FT_
BOTTOM TRENCHES x y LONG x WIDE =
i"lj
SO FT
TOTAL AREA PROVIDED =
Y-
14' 7
I RESERVE 'i4' TO 1 12` I
RESE 4VE
� 3'd" TO 1-L2• I
RES[ RVE i
DSL VYASHEO
AREA [SPL WASHED
AREA
DBL WASHEC
AREA I
O' STONE FREE
STONE FREE
STONE FREE
•= FROM DUST
a-R(Np DU:'
FROM DUST
I 'r
ANG rINES
AN!) FINES
FINES
L
I
I
i
TRENCH CROSS
-SECTION
DESIGN DATA
1 DESIGN FLOW PROPOSED 4 BEDROOM HOUSE NO GARBAGE GRINDER
DESIGN FLOW = 4 BEDROOMS x 110 GPD/BR GPD
2 LEACHING
AREA PERCOLATION RATE _ «' WAIN'IN SOIL CLASS -
DESIGN PERCOLATION RATE _ MIN !IN
PROVIDE LEACHING TRENCHES - K LONG . WIDE
. >'
DEEP
3 LEACHING
AREA PROVIDED
SIDEWALL TRENCHES x < ; ' LONG x DEEP x SIDES
SO FT_
BOTTOM TRENCHES x y LONG x WIDE =
i"lj
SO FT
TOTAL AREA PROVIDED =
i , 7
SOFT
4. CAPACITY
SO FT x %, j-� GAL/SF GPD > 440
GPD .:
OX
ANGLE FIRST STAKEYARMOUTH MASSACHUSETTS
TOWARD PREVIOUSLY� LAID �,.�
BALE APPLICANT CLAIRE E. HARRIS
t FLOE -�- //�:�-%/\ WIRE OR NYLON P. 0. BOX 654
_ / - -
BOUND eALEsCANTON, MA 02021
f �= PLACED ONTOURN THE
J, - 'f {✓FLS. .�:_�f:_ /; a:. �^"f%••V/< % /�i - !\
2 RE -BARS, STEEL PICKETS, OR 'll
o`; PREPARED BY
`
GROUND
STAKES 1-1/2' To z IN \ MILLER ENGINEERING
f
L_ � GROUND /
✓ _ �= i `'�' 21 BROOK STREET
ANCHORING -DETAIL/
SEE/ FAX . 02771
PHONE FAX (50088 ) 761-7790
PLAN STAKED HAYBALE DETAIL FEBRUARY 7, 2000
-
SCALE: 1 30' NOT TO SCALE )SED 9/2 ,/cn G•"vE WAY Lacfrro// CHECKED
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