HomeMy WebLinkAboutEngineered Plan - 1990PLAN
SCALE- I"=2o'
j
4
TOWN OF YARMOUTH
90
95.05 •,�
,\ 13
! 2' S'%ONE nyp�Ny7 / i!
!'1Ly, 20 Irl '�ioy`x:
LOT lI
9,4891
S.F.
�X
� O 4 FSEpT IL �rAr►�C
�;tl, 13mKijEAD qD
5R SgxD I 189 xv f38
I17ECK ' PROPOSt.� � 0
i-i0`JSE , I?
Q CN�rtN>✓ -'
<
s 5,04
RHINE ROAD t��.
NOTE:
\
ALLOWED LAWN AREA IS 1000
MAXIMUM AS PER NITRATE LOADING
U.
RESTRICTIONS RECORDED IN t
BARNSTABLE REGISTRY OF DEEDS
BOOK 6824 PAGE 119.
LAND SURVEYOR IS TO CERTIFY
LAWN AREA S(y.ARE FOOTAGE FOR -
COMPLIANCE.
DECK IS' TO REMAIN Oi'�:
PROFILE:
TOP OF FCUNDAT10N 2 90,0
/ -'Br) X6
rte:
CONNECT.
y - - OUTSIDE
►� TANK
3A5EMENT FLOOR 5?_ .5
r
r
Applied Image, Inc.
ssxw
�i Ga�lc rte
min. air space d'.
0T.
4� min.
Iliquid
level •
11'00o -GALLON SEPTIC TANK
- D -BOX 7 � 12•
,,tq 4 sch 40
' �4P
8o,a
MAINTAIN 2% SLOPE
CHER LEACHING PIT
8X5
2" LAYER -OF 1/8"-[/2
WASHED STONE
6' DIAMETER
3/4"-11/f
LEACH PIT
WASHED
STONE
MkSs���x
OFFARRO
6' EFFECTIVE
DEPTP
6'
SOIL LOGS:
50-A
5&„
CCT DIT 1
Top �
�BSattr
5 TEST PIT 2
5
F74' I 174.D L
PERC RATE
INVERT PRIMARY:
BOTTOM PRIMARY: P0,0
INVERT RESERVE: 5�'O
BOTTOM RESERVE EQ,.0
TEST PITS OBSERVED BY' FL AHERTY ASSOCIATES, INC.
DATE �/ Ho
W ITNLSSt� rJY +� "tASb>y of `(AZkAOVirt EoAZS or-
DESIGN
r
DESIGN CALCULATIONS:
PERC RATE 4 -
NO,
N0. OF BEDROOMS 2 AT Ilo GAL./BR./DAY
DESIGN_ FLOW REQUIRED: Z2y= &LJ D`V�_ _
SEPTIC TANK SIZE 1cx�
LEACHING PROVIDED: A,�u_iD
SIDE o) L j—?vAjDNY
BOTTOM Co52 U -\L/IAY
END:
TOTAL: 49-2.2 GAL./ DAY
2LO l S. F.
BREAKOUT CALCULATION
MAX. LEACHING EL E(-5 PRIMARY
RESERVE
SLOPE AT E L: Z/,3 PRIMARY
-7/1'Y RESERVE
BREAKOUT SETBACK: PRIMARY
(150 X SLOPE) ' RESERVE
EL. AT BREAKOUT SETBACK SLS PRIMARY
821.2 RESERVE
LOCUS
SCALE 1" == 200C
TOWN Mp�P
ASSESSORS PLAT: 96 a LOT: G Z- I I
ZONING REQUIREMENTS:
ZONE NA AFF02��s.- t-1oJ5iI�1G
AREA:
FRONT: 25'
SIDE 17,
REAR: 20'
NOTES •
1. BENCH MARK : MAIL- Int r-LL)Mr org" o/AK 60 STA 4+5o
1+71 Leer aLr-V -72.55 (NGVO
2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL
CONFORM TO MASS. .DEQE. TITLE V AND THE TOWN
OF HYANNIS BOARD OF HEALTH.
3. OWNER: APPLICANT:
BARNSTABLE HOLDING CO. INC.
l00 W. MAIN STREET SAME
HYANNIS, MA
4. WASHED STONE SHALL BE FREE OF ALL DUST AND FINES.
5. NO FIELD MODIFICATIONS TO THE SEWAGE DISPOSAL
SYSTEM SHALL BE MADE WITHOUT PRIOR WRITTEN
APPROVAL OF THE ENGINEER AND TOWN BOARD OF
HEALTH.
6. GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER
OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO
PROVIDE A WATERTIGHT SEAL.
7. ALL SHIPLAP JOINTS IN SEPTIC TANK SHALL BE SEALED
WITH NEOPRENE GASKETS OR ASPHALT CEMENT,
8. A CERTIFICATE OF COMPLIANCE MUST BE OBTAINED BY
THE CONTRACTOR PRIOR TO BACKFILLING OF SYSTEM.
9. THE CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING
THE ACTUAL LOCATION OF ANY EXISTING UTILITIES
SHOWN ON THIS PLAN.
10. PROPERTY LINE INFORMATION TAKEN FROM:
PL n.KA 300 << 44-2 P/v_,G co 8
Il. MAXIMUM LAWN AREA ALLOWED IS 1000 S.F.
PER NI TRA TE L OA DING,
FLAHERTY ASSOCIATES
170 COURT STREET,
PLYMOUTH, MA 02360
508-747-2425
SEWAGE DISPOSAL SYSTEM
IN
YARMOUTH
PREPARED FOR
BARNSTABLE HOLDING CO., INC.
53 RHINE ROAD ( LOT 11 J
DATE: 3/2 z/,7o ` REVISED:
SCALE: I
JOB NO: vz3 n5
MkSs���x
OFFARRO
JOHN R.
F.
Na 33590 5•
SURVEY`
3'22-90
-Doe G,O,\q
' vg -Zr, 171J '