HomeMy WebLinkAbout19 Centerboard Lane - Site & Sewage Disposal System 2SOIL TEST LOGS:
DEPTH FROM
SU SCE
SOIL
HORIZON
5011
TTfYTDU�RE
501L
COLO
EM
501L OTHER
MOTTLING _
0-9'
A
LOAMY SAND
I OYR 4/3
NONE
9-16'
B
SANDY LOAM
I OYR 5/4
NONE
I G-30
CI
SAN
I OYR 6
NONE
36-14
2
SAND
2.5Y
NONE
I
I W,I,VLLL.
DEPTH FROM
SURFACE
(INCHES)
�� ••i•.
501L SOIL
HORIZON TEXTURE
(1,15DA)
501L
COLOR
(MUN5B1)
501L OTHER -
MOTTLING -
0-110
A LOAMY SAND
SYR 4/1
NONE
11-2.7•
5 LOAMY SAND
2.5Y 5/4
NONE
27-67'
C I LOAMY SAND
I OYR 5/8
NONE
67-144'
C2 SAND
2.5Y 6/3
NONE
47,1 1 1 S.F.
DATE OF TESTING: 8110/00
PERCOLATION RATE: LE55 THAN 2 MIWINCH IN 'C I' LAYER TP 92 E *C2" LAYER IN TP® I .
WITNE55ED BY: CRAIG FIELD, ER, 55C GRCUF
CHARLOTTE 5TEIFER, AGENT, BARNSTABLE COUNTY
NO WATER ENCOUNTERED
USE A LOADING RATE OF 0.74 GPD/5F FOR 51ZING OF 5011- A55ORPTION SYSTEM.
'5EE SOIL 5UITABILTTY A55E55MENT FOR 04-51TE SEWAGE D15POSAL FORM DATED 8/10/00
ON FILE AT THE YARMOUTH BOARD OF HEALTH FOR TEST PIT LOCATIONS
SYSTEM DESIGN CALCULATIONS:
SEWAGE DESIGN FLOW:
5 BEDROOM DWELLINT@ I 10 GPD - 550 GPD
LEACHING CAPACITY REQUIRED:
5 BEDROOMS (MAX.) @ 1 - 550 GPD REQUIRED
SEPTIC TANK CAPACITY REQUIRED:
DAILY FLOW = 550 GPD @ 200% = 1100 GAL REQUIRED
5EPTIC TANK CAPACITY PROVIDED:
1500 ON FAST READY SEPTIC TANK (ALLOWED PER GENERAL USE PERMIT)
LEACHING CAPACITY PROVIDED:
M (1) 2' X 12.83' X 2.0' CMING CHAMBER CAN LEACH:
Vt=[(42 X 12.83) + (42 X 2.0)2 + (12.83 X 2.0)21 X 0.74 GFD/SF=561.05 GPD
561 GPD>550 GPD REQUIRED
NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH TH15 DESIGN.
INSTALL:
ONE (I) - HIGH5TRENGTH FAST 1.0 DENITE SYSTEM (INTERNAL MOUNT) TO BE INSTALLED IN-
A 1500 GALLON 0.9 FAST TANK MANUFACTURED BY 5HOREY PRECAST
ONE (1) - 4 OUTLET D15MBLMON BOX (H-20 Rated)
ONE (1) - 1,500 GAL PUMP CHAMBER WITH PUMP AND ALARMS
FOUR (4) - 500 GALLON LEACH CHAMBERS WITH 4' OF STONE ALL AROUND
PPOP05ED
TRA5H BIN
ENCL05UPE
Existing Underground Invi5ble Dog Fence
To Be Relocated Along Property Line
PROP05ED DOWN 5POUT5 X,9 r1"AD5 PIPE
TO COLLECT ROOF RUNOFF AID DRAIN TO
PROPOS!,- DRY WELL
PROPOSED YARD DRAINS WITH GRATES
TO BE TIED INTO ROOF DRAINAGE
x 69.7
CB FND
x 622.9
x 65.6
x 683
651
x
ZONING TABLE
ZONE: (RESIDENTIAL)
R-40
FROIIT YARD SETBACK
30 FEET
SIDE AND REAR YARD SETBACKS -
20 FEET
BUILDING COVERAGE
25%
PROPOSED BUILDING COVERAGE:
HOU::•E AREA (INCLUDING DECKS)
X 100
LOT AREA
;:,447 5.F. X 100 = 7.3%
47,1 1 1 S.F.
X 6" LOT 38 �� ST L
ST
x 67.4
Area= 47,1 1 1 Sf:t -�
pJ SAS
Reser
x 67.1 66.3
93
x 68b 66 'Cr
x 6' 7 _ 6a 65. GO�N� �.
x 7 l�
,.679 i .4 64.6
c�
XO x ---------- _ •�O 0�1 - _ _-'
`-' x 67.0 _ 64 • j ^�
x 67.966
Yc O
\
\ TS
649 / - ._.. - f n 62^ 62.4 \
to
✓ .� \ \ THE IAYC
59:4--.... ' . ` PROPOSO
592 \
FROM
62 1 x S ' P Op I�0 Go \
DR O5tD \\ PREP/
58.6 \
I x 6a7 30.Oak Tree x h x 56.
x O
9.4 x 50.6 57.1 n Oe \
x 55.6 -
x SOA x 50.5
6 s
O / PAT10 PROP r; 5 5 -
x 60.5 T0 ro
OC'/y D 553
/ s F -90,5, Kr"I NG ORCh x 4.9' "
x5:.1
_x 563
x55.7 / x48.4
C8 FND
f / . \IV 531
. x 575 4$3` Guy Wire \ 54 :UblPole 3
x 583 x 49.052-1
_ 55.552.4
0
56 Support52
i4 J Is --G7
- x 56.6 / �O -/ Pole 53A
' "/x x 41 - 3
5 erb 51
s8 ► 514
X 5L8 50.
0
59x5
l So 503 W
52 / S
x LI.7 4 PROP05ED O e
4 - WELL x 52A �`.x 488
50 x542 x 56.6 i1 iPb x 48.9 \`N80
x 53A
x 50.9 W
CE, FN qCF �i�\bo" " OWG� \` 49.4 IU
49.1 O Q
s
x 429j 36.13____/i lawn
Q x W
O L
\ Q 223• web 48.9 �1 f
\ Ir : c3 P 1 2' Diam
. \ O V 4 Bush
JOHN
M.
O'I?4-itLY
NO. 40! t
JA�1
\ ro lawn e. Revised 12/19/1 1: Changes to
\ 52.4 sLe : Revised 12/7/1 1: Changes to hi
\ Abuttuny Dwef6 - ..
\ n9 ' 512 so " ... � ns Revised 10/ 1911 1: Add seconi
Revised 10/ 1 1 / I I : Revised do
4,4,,n_r. �,,A lantm s, walk wayconfi uratlon
� 1y''�'WLa7
w
PLAN BEACHMAM: Seven h
ToI of Concrete Bound
r , r SCALE I'=20' EL' 48.7 (Assumed datura) n. 81 HOPE.AVENU
f \
i 5AS
/
WELL
46.6
SITE 4� SEWAGE IX
46.4
19 CENTERBOARD
J.M. O'REI
0 20 40 GO IVw Professional En;
5CALE 1"=2(Y 1573 Hai
F
(508)898-8801 Office Bre
DATE: SCALE:
19CENTERD-MRD LANEG501LDWG\65O45ite4sd5REV10-19-11.DWG 9/15/11 A5 Noted