HomeMy WebLinkAboutEngineered Plan - Rev. 20175
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77,
LOCATION MAP 1 " = 2000't II
ADS ARC 36 (3613BD)
/- BIODIFFUSER CHAMBER
'CHAMBERS)
9.625 3 ROWS OF
ADS ARC 36(36136D) BIODIFFUSER CHAMBER BED X -SECTION
NOT TO SCALE
7724 MANHOLE COVERS
FLUSH W\ FINISH GRADE
EXISTING TDP OF FOUNDATION EL. 31.39 20" ACCESS WN 6D�
I' Ix300 SFlNISH GRADE1 x30.8
4"PVC
EXISTING OUTLET PIPE EL. 29.59 SCH 40
S=.02
EL 28.22 ,
EL. 24.64
EXIST/NG BASEMENT SLAB
10' MIN
TO BLDG
*CONTRACTOR SHALL RECONFIGURE INTERIOR
PLUMBING AND CONNECT LAUNDRY SYSTEM
TO MAIN OUTLET PRIOR TO SETTING SYSTEM
COMPONENTS
INSTALL ACCESS COVER
WN12" OF FINISH GRADE PROP
r -OUTLET DISTRIBUTION LINES INSPECTION VENT
SHALL BE LEVEL. FOR THE 3' MAX(+30.6) PORT
x30.2 FIRST TWO FEET x30.4 12"MIN(+28.6) +30.6 L_t
r J
41SCH 40 I BREAKOUT EL=27.5 EL 27.59
I Ls" uNE 14" S _ 4 PVC a
'6
o SCH 40 -: �_
I , , TM , R a
DEP APPROVED: - . x = ,1-F w� ,�.t
EL. 27.37_
_� .� .
EFFLUENT �
EE _� ,
EL 27.20
FILTER REQU{RED 97 " �_ - � .: 1= aR? E � �; `` � �I c :_
�� `- � �� �s �� �� ��; s •G �� � �•3�, � _ �l�a��� �� EL. 26.51
6 • CRUSHED EL 27.10 �`� ��' �-
<<.. -77, STONE
«_ .�
.,� .. �• STONE
6" CRUSHED STONE,
PROPOSED PROPOSED 35' 7 -CHAMBERS ROW
PRECAST CONCRETE REIN. CONC. DIST. BOX
1500 GALLON SEPTIC TANK W/6 OUTLETS .MIN. USE: 1-35' LONG x 9.625' WIDE x 13" DEEP 10' .MIN.
AGGREGATE FREE LEACHING CHAMBER SYSTEM IN o
20' MIN. TO BLDG 10' MIN. TO SLAB; un
BED CONFIGURATION WITH 3 ROWS OF 7 -ADS
13" ARC 36 BIODIFFUSERS(3613BD)
SUBSURFACE SEWAGE DISPOSAL SYSTEM GROUNDWATER EL. 21.51
(NOT TO SCALE) (USE ELEVATION 21.51 PER BOH)
Q
0 5 OUTLET DISTRIBUTION BOX
SEPTIC DESIGN (NOT DESIGNED FOR GARBAGE GRINDER)
1. DESIGN DAILY FLOW: 3 BR. x 110 GPD = 330 GPD
W4�
5" COVER 2. SEPTIC TANK: 330 GPD x 2 = 660 GAL. USE: 1500 GAL (MIN)
2� Z3. LEACHING CHAMBERS: P.R. <2 MIN IN CLASS I
I
m 15.5" j USE: 1-35' LONG x 9.625' WIDE x 13" DEEP LEACHING CHAMBER SYSTEM IN
LQ_
6.5 [--1 � 12"--•I BED CONFIGURATION WITH 21 - 5' LONG ADS 13" ARC 36 BIODIFFUSER
o i ii i i I LEACHING CHAMBERS IN 3 ROWS OF 7.
W
�t I = � 1 1 " ,
J i 0 O i 11 "18 i' 14.5 TITLE V
n
fL_____� (PER MODIFIED CERTIFICATION FOR GENERAL USE DESIGN STANDARD ITEM 9.)
---- PROPOSED VENT EFFECTIVE LEACHING AREA 4.80 SF/LF
1- 20"---f PROPOSED AREA: 105 LF x 4.80 SF\LF = 504 S.F.
DESIGN NOTES CAPACITY: 504 S.F. x 0.74 GPD/S.F. = 372 > 330 GPD(D.D.F.)
4,000 P.S.I. CONCRETE @ 28 DAYS I FUEL SIZE CONVENTIONAL SEPTIC DESIGN -PER STANDARD
- EXISTING STOCKADE FENCE CONDITIONS FOR ALTERNATIVE SOIL ABSORPTION SYSTEMS
w2.
PROPOSED 1-35' LONG x 9.625' WIDE x D BOX D ETA I L
13" DEEP LEACHING CHAMBER SYSTEM IN (NOT TO SCALE) -
3 ROWS OF 7 ADS ARC36 BIODIFFUSERS
PROPOSED INSPECTION PORT SEPTIC NOTES
FULL SIZE CONVENTIONAL SYSTEM TOP VIEW
PER STANDARD CONDITIONS
0If �- `mo i I (MODEL NO. 361313D) CHAMBER
ZPRI , L
ILI X
�uaz
1.
PROPERTY LINE DATA FROM PLAN ENTITLED OCEAN HARBOR ESTATES IN WEST
DETAIL
YARMOUTH, MASSACHUSETTS, FOR TRUSTEES OF OCEAN HARBOR TRUST", DATED
-
��
° D0 C
JANUARY 1956, BY GERALD A. MERCER AND COMPANY. RECORDED WITH
EFFECTIVE LEACHING
AREA
BARNSTABLE COUNTY REGISTRY OF DEEDS PLAN BOOK 126, PAGE 89.
4.80 (SF/LF)
°
2.
TOPOGRAPHIC SURVEY BY GRADY CONSULTING, LLC DATED JANUARY 25, 2017.
C�
(BED CONFIGURATION)
° 0 0 0
3.
SOILS TESTING BY ROBERT CARLEZON, GRADY CONSULTING, LLC WITNESSED BY AMY
VON HONE JANUARY 25, 2017.
4.
CALL DIG SAFE 1-888-344-7233 AT LEAST 4 DAYS PRIOR TO COMMENCEMENT
I
OF CONSTRUCTION.
�
5.
NOTIFY TOWN AND GRADY CONSULTING PRIOR TO BACKFILLING OF SYSTEM.
INSPECTION PORT
6.
NO KNOWN WELLS EXIST WITHIN 200' OF THE PROPOSED SYSTEM
a
63»
7.
THE SITE IS NOT LOCATED IN AN AQUIFER, PROTECTION ZONE IL.
W o
60 -{
8.
ALL SYSTEM COMPONENTS SHALL BE MARKED WITH MAGNETIC MARKING TAPE OR A
Q
-
COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE310 URIED
B ( CMR
13"��
�-
I�3z�
a� L 7.13" (TO INVERT)
Ems..
9,
15.221 12))
(
NO STREAMS, SURFACE & SUBSURFACE DRAINS AND WETLANDS EXIST WITHIN 100
�W
34.5 "
10.
FT OF THE PROPOSED SYSTEM, EXCEPT AS SHOWN.
THE SITE IS LOCATED IN A FLOOD PLAIN DISTRICT.
NOT
SECTION vlEw
SIDE VIEW
11.
NO KNOWN EASEMENTS ARE IN THE AREA OF THE PROPOSED SYSTEM.
co_
12.
EXCAVATION AND SAND REPLACEMENT IN ACCORDANCE WITH 310 CMR 15.255 (3)
71
_-�
ADS BIODIFFUSER ARC 36 j
.NOT REQUIRED AS THE SYSTEM IS LOCATED ENTIRELY WITHIN THE 4 FT NATURALLY
OCCURRING PERVIOUS STRATA.
0If �- `mo i I (MODEL NO. 361313D) CHAMBER
ZPRI , L
ILI X
�uaz
DETAIL
-
��
i .._l_. 1zo
Z��
-1 ! I
00
Z
NOT TO SCALE
z z
C�
w z I W 1 I SEPTIC TANK -
1,500 GALLON
O5ti
In U -
1 � I
� z
pi
o U U CLEANOUT & INSPECTION
oZ t i 68" i i OUTLET(iYP)
H S - I a EXISTING WATER ,SERVICE APPROX. LOCATION T �� `� 0
F- Z I ( -
V) z
z Li
o I I I CONTRACTOR TO VERIFY LOCATION INLET(typ) ii COVERS
S W
oz°
�aiTW I �I I125
CBDH I I
=o l
XoK (fnd)4I I o
- W ~ � - `,� i _ - - � 4 TOP H-1,0
z ` - --c� - 150.01 SO 40 0"W i >
Z. � Tf,_ � d $' TOP H.D. � 68 � H-10
`5Z� -�.,- I \��---- N. 56" 56", INLET OUTLET n 72 H.D.
zW / \-`3�-------�---'� � _ ii 3" MALL �'
_i oNULp w (----------
EXISTING EDGE OF PAVEMENT ------
tnH
ZWL,� O
i EXIST/NG EDGE OF PAVEMENT
�� ,i � Kl
DESIGN -NOTES
i�;i oa& 0 4 Z 1. TOP & BOTTOM MATCHING KEY JOINT SEALED
V)
zo Z O - BUTYL RESIN AS SPECIFIED BY THE MANUFACTURER.
m Z � 0 2. TANK COMPLETELY REINFORCED.
4��� G�' 10 0 = 10 20" 30
o Q w _ �` y� - 3. CONCRETE IS 4,000 P.S.I. @ 28 DAYS.
t 0 (�
,� WAY 4. AVAILABLE. IN STANDARD, H-10, AND HEAVY DUTY TORo� G s� W NDWARD =
7 y ��� \G.
�oo>_� ����,� ScaleI"=10' SEPTIC TANK DETAIL
@_ = o o , (NOT TO SCALE)
o W 4 EXISTING EDGE OF PAVEMENT _ / EXISTING EDGE OF PAVCUfNT
arSo _ __---_--- _- --
dais -
0 o W�
z 10- z< EXISTINGOVERHEAD ELECTRIC
U
UP UP
i
SOIL LOG
T.H.#1
EL. 30.70
0"-1 o"
A I
SANDY LOAM
29.87
10"-36"
B
SANDY LOAM 27.70
36"-138" PERC
C � 4
MED SAND 38"-56"
P.R.<2
MIN/IN
19.20
D= 11'-6"
(SEE FRIMPTER
ADJUSTMENT)
*(USE G.W. EL.=21.51 N.AN.D. 88 PER BOARD OF HEALTH)
(SOIL EVALUATION AND PERC TESTING PERFORMED BY
ROBERT CARLEZON ON JANUARY 25, 2017, WITNESSED BY
AMY VON HONE)
REVISION
3/20/17 1 REVIEW COMMENTS
SEPTIC R ElPAIR PLAN
#79 WENDWARD WAY
WEST YARMOUTH, MASSACHUSETTS
APPLICANT
KATHLEEN LYNN CLASBY & KATHLEEN CHISHOLM FEBRUARY 7, 2017
c/o WIND RIVER ENVIRONMENTAL (PAULA SMITH) SCALE: 1" = 10'
70 BARTZAK DRIVE JOB NO. 17-011
HOWSTON, MA 01746
GRADY CONSULTING, L.L.C.
REGISTERED PR9FESS-TONAL CIVIL ENGINEERS & LAND SURVEYORS
71 Evergreen Street, Suite 1, K/ngston, MA 02364
Phone (781) 585-2300 Fox (781) 585-2378
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