HomeMy WebLinkAbout213 Cranberry Lane - Site & Sewage Disposal 2SOUTH YARMOUI H;
GENERAL; NOTES: SOIL TEST LOGS:SYSTEM DESIGN CALCULATIONS: MA
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TEST HOLE J: EL= 1 1.) + -
Gl
A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC 5YSTEMt
UNLESS H-20 COMPONENTS ARE USED
Bj THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN.
LE55 CONSTRUCTED AS SHOWN, ANY CHANGES SHALL BE APPROVED IN WRITING,
C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF: ALL
UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK.
ST UCTION NOTES•
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
-.
SOIL
TEkRJPF _
(USDA)
- SOIL
COLOR
(MUN5ELL)
501L OTHER
MOTTLING -
-
0-6
E
Loamv Fine Sand
I OYR 2
NONE ,
6-33
:'B -
Loamy Fine Sand
IOYR 5 8
NONE -
33-130
CI
Eine Sand
IGYP 7/4
NONE WATER a, 108'STFI DING
Fine Sand
I OYK 7/4
NONE
PERC 46 TIME I:OG
z o9 Drive
°
U= '
UNDERGROUND UTILITY SERVICE
AMY VON NONE, AGENT,. YARMOUTH HEALTH DEPARTMENT ELECTRIC
<9"IN HOLE < JAWN
SEWAGE DESIGN FLOW:
4 BEDROOM DWELLING @ I 10 GPD =..440 GPD - < _ C�NSERRY LN
LEACHING CAPACITY REQUIRED:
4 BEDROOMS (MAX.) @ l I O GPD 440 GFD REQUIRED - -PEREGRINE LN
5EPT:C TANK CAPACITY REQUIRED: - - LOCUS
DAILY FLOW = 440 GPD @ 200% - 880 GAL. REQUIRED �q,a AFT LN
SEPTIC TANK CAPACITY PROVIDED: - PJN OF /'(AS �P �I{ A
1500 GALLON SEPTIC TANK (MIN ALLOWED)
TEST HOLE 2 EL= 1 1. 1 t LEC H N I G CAPACITY PROVIDED
1.) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE.
.TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF -HEALTH -
2.) SEPTIC TANKS), GREASE TRAP(S), DOSING CHAMBEP.(5) AND DISTRIBUTION
BOX(E5) SHALL BE 5ET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY'
COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE
,3.) SEPTIC TANK(5) SHALL MEET ASTM STANDARD C 1 127-93 AND SHALL HAVE
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL
COLOR -
(MUN51fn)
501L
MOTTLING
OTHER: -
0-12
Loanny Fine Sand
Loamy Fine Sand
I OYR 2
NONE
-
12-30
B
Loam Fine Sand
I OYR 5/5
NONE
Fine Sand
30-130
.0 I
Fine Sand
I OYK 7/4
NONE
PERC 46 TIME I:OG
z o9 Drive
°
U= '
UNDERGROUND UTILITY SERVICE
AMY VON NONE, AGENT,. YARMOUTH HEALTH DEPARTMENT ELECTRIC
<9"IN HOLE < JAWN
x
»,;,: '`'.' I
J 2x5 12x8 C PORCry
DB
DISTRIBUTION BOX
.
LAYER OF I/8" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST."
NO WATER ENCOUNTERED
USF A LOADING RATE OF 0.74 GPD/SF FOR SIZING Of ABSORPTION SYSTEM.
A v- M. cP i 5�
ONE (I) 40' X 15' X i 2" LEACHING FIELD CAN LEACH $ JOHN .ILL � _ 50UAN
Vt=[(40' X 1571 X 0.74 GPD/5F=449.0 GPD n .. .y O'REI LY -.i
444 GFD>440 GPD REQUIRED -
NOTE: .A GARBAGE DISPOSAL 15 NOT PERMI ] TED WITH TI -H5 DESIGN" NO. 3&2�OOx NO.. 46 6B
INSTALL: - �'S/9AcOr,IS'T�P<�Ov'frFQ' .:
ONE (1) - 1 500 GALLON SEPTIC TANK --��'
N
H-20 Rated !G%"I A.Lf DSU da` ,
ONE (I) - 3 OUTLET DISTRIBUTION BOX ( )
AT LEAST THREE 20" DIAMETER MANHOLES.. THE MINIMUM DEPTH FROM THE BOT- ONE(1) -LEACH FIELD, 40' x 15 x 2" 'r
NOT TO SCALE
TOM OF THE SEPTIC TANK TO.THEE FLOW LINE SHALL BE 48 TEST HOLE 3 EL= 1 1.9:t
O
4.) SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G
- " ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE
- CENTERUNE Of THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE.
5-.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST
'CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN 6 OF
FINISH GRADE; OR AS APPROVED BYTHE LOCAL BOARD OF HEALTH AGENT
G ) PIPING SHALL CON515T OF 4 SCHEDULE 40 PVC OR EQUIVALENT. FIFE SHAD
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
:
SOIL
TEXTURE
(USDA) -
SOIL -.
COLOR
(MUN511H
SOIL ": OTHER
MOTTLING
0-12
E :
Loanny Fine Sand
I OYK 2/2
NONE
" 12-28
B
Loamy fine Sand
I OYR 8
NONE
28-130
Ci
Fine Sand
1 OYR 7/4
NONE WATER P, 1 22" 5T:?,NDING
f
X uz Did
109
+I
-o-
OVERHEAD UTILITY SERVICE
z o9 Drive
°
U= '
UNDERGROUND UTILITY SERVICE
AMY VON NONE, AGENT,. YARMOUTH HEALTH DEPARTMENT ELECTRIC
"-
x 11.6 �.,. ") O' MIN - `'
PROPOSED DRIVEWAY - In
SEE NOTE 1 PLAN BOOK 72 PAGE 79
BENCHMARK: DEED BOOK 2G 1 GO PAGE 34G
C
Top of Concrete Bound ASSESSORS' MAP 2G PARCEL 39
EL= 12. 1:t (NGVD: 1929 MSL) Rl I YJ BER F\)y
PROPOSED FOUR BEDROOM
40' PUBLIC SANE LEGEND
BE LAID ON A MINIMUM CONTINUOUS GRADE OF. NOT LE55 THAN I%. TEST HOLE 4: EL=1 19+ - w -=w - Ed e of Pavement WAY LEACHING, IELD 40'x 15x 12 - -
13 ws _ 1 2 EXISTING CONTOUR
7.) DISTRIBUTION LINES FOR SOIL ABSORPTION SYSTEM (AS REQUIRED) SHALL BE -
'4"DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT LINE SHALL BE CAPPED
AT END OR AS NOTED. r -
8.1 OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOP, AT LEAST
2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM, WATER TEST DISTRIBUTION
BOX TO ASSURE EVEN DISTRIBUTION..
9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF 6" MEASURED BELOW
DEPTH FROM
SURFACE
(INCHES)
SOIL -.
HORIZON
-
OIL
-EXTt IRE
(USDA)
SOIL
COLOR
(MUN5ELL)
SOIL OTHER
MOTTLING
-. 1 2
E
Loam Fine Sand
I OYR 2/2
NONE
-30
Loam Fine Sand
I OYR 5/8
NONE
V102
-130
CI
Fine Sand -
IGYP 7/4
NONE _
f
X uz Did
109
+I
-o-
OVERHEAD UTILITY SERVICE
z o9 Drive
°
U= '
UNDERGROUND UTILITY SERVICE
AMY VON NONE, AGENT,. YARMOUTH HEALTH DEPARTMENT ELECTRIC
"-
x 11.6 �.,. ") O' MIN - `'
w ..�w�_-
_
... 32
-PROPOSED CONTOUR -
d'1 x tt.o www__
-6-
-GAS SERVICE LINE:..
10. BASE AGGREGATE FOR THE LEACHING EACH ITY SHALL CONSIST OF 3/4' TO
y -
100.00'
--�106
W_�W-��"_x
"
xiz.3c
EXISTING SPOT GRADE
'
4
w�
24x5
PROPOSED SPOT GRADE
ti
X 1. 6
}°
-W_
WATER SERVICE LINE
f
X uz Did
109
+I
-o-
OVERHEAD UTILITY SERVICE
z o9 Drive
°
U= '
UNDERGROUND UTILITY SERVICE
THE OUTLET INVERT
- -
= SAS _.
- - 1 O'a 11.1
-6-
-GAS SERVICE LINE:..
10. BASE AGGREGATE FOR THE LEACHING EACH ITY SHALL CONSIST OF 3/4' TO
DATE OF TESTING: 3/19/2014 -
"C -.--
: - - "" �' '- --
- - ��
t -
"
1. I.O+
TP
TEST HOLE/ BORING LOCATION "
-. I -1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE
PERCOLATION RATE:. LESS THAN 5 MI WINCH IN 1" LAYER. -
e
;1NSPr• �
-
D
t 1.5 _
'Cr -
)TI M F HE
" INSTALLED BELOW THE CROWN OF THE DI5TRIBL ON LINE TO THE BOTTO O T
WITNESSED BY: MATTHEWT FARRELL, ELT, J.M. O'REI LLY 4 ASSOCIATES, INC - PRO:'05ED UG
-
„ „_ - - ;T'
'. I J. •-QRTO
_O
tl` _ ,.
"
-5T.
SEPTIC TANK
501L ABSORPTION SYSTEM BASE AGGREGATE SHALL BE COVERED WITH A 2
AMY VON NONE, AGENT,. YARMOUTH HEALTH DEPARTMENT ELECTRIC
"-
x 11.6 �.,. ") O' MIN - `'
x
»,;,: '`'.' I
J 2x5 12x8 C PORCry
DB
DISTRIBUTION BOX
.
LAYER OF I/8" TO 1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST."
NO WATER ENCOUNTERED
USF A LOADING RATE OF 0.74 GPD/SF FOR SIZING Of ABSORPTION SYSTEM.
°•
x 1t.5
�+I" � -
- _
� x 112
,"
•. 12x8
5A5
SOIL ABSORPTION SYSTEM
TSO" ABSORFTIONSYSTEM WHEN DISTRIBUTION LINES EXCEED 50 FEET
- - ' "' PROPOSED WATER
IX11 r ". -.
5
�,
R se e
RESERVED FOR FUTURE
I .) VEN L
WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREk3,
TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED.
12.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM Of 9 OF
CLEAN MEDIUM SAND (EXCLUDING TOPSOIL)
1 3) FINISH GRADE SHALL BE A MAXIMUM OF 3G' OVER THE TOP OF ALL SYSTEM:
COMPONENTS; INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMDEK
AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS: SHALL HAVE. A MINIMUM COVER -
SERVICE x 11.7
X q
-- -
" - +IwT
s v TP 1
i
e ry
UTILITY POLE
"
°
x . _
11.7
"
1. I.O+
03
CATCH BASIN
Exi5tm9 4 Bedroom
Pxx
x 11.5 O'
t 1.5 _
'Cr -
FIRE HYDRANT
Dwelling, Existuu Gas Line
®
WELL
' Existin Wa:f_r Service-
J 2x5 12x8 C PORCry
TO BE PEMOVE D
Paved
Drive
,"
•. 12x8
8.2'*/
0
.DRAINAGE MANHOLE
�,
e
CONCRETE BOUND; FOUND
: �i'
T
IL
K
14.) FROM THE DATE OF INSTAIJ-ATION OF THE SOIL ABSORPTION SYSTEM UNTIL - '! i;F T OP OF BANK
-RECEIPT OF A CERTIFICATE' OF COMPLIANCE, THE PERIMETER OF THE SOIL A55ORP- - pyyE� LIN,
CC FENCE
TION SYSTEM SHALL BE STAKE AND FLAGGED TO PREVENT THE USE OF SUCH - - 4 BED X --- LIIv1i i; F bVOkK
5' SOfL REMOVAL- SEE NOTE x Iz.1 x 1 PROPosEp GAPAcf> ,G ro eL togs ;
AREA FOR ALL ACTIVITIES THAT IGHT DAMAGE, THE SYSTEM. I8 O TOS EL = )2 5 -11.6 EDGE OF CLEARING
15) THE BOARD OF HEALTH SN LL REQUIRE INSPECTION OF ALL CONSTRUCTION N N _ - ti.e
1 5) T AGENT OF THE BOARD H NUL RE
(OR THE DESIGNER IF THIS SYSTEM IO 0) I MIS �-
QUIRES A VARIANCE) AND MAY. EQUIRE SUCH PERSON TO CERTIFY IN WRITING.. I �t i:: (� _ - PROPOSED 501L REMOVAL
THAT ALL WORKHAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE� 115 -2'+ SEE NOTE 18 -
PERMIT AND APPROVED PLANS 48 HOURS ADVANCE NOTICE 15 REQUESTED
�u
in v f SA,7,
s r r # c x
' 12.0 117
6.) EXISTING SEPTIC SYSTEM �O BE REMOVED INCLUDING ANY CONTAMINATED. ( 7.8 , 12x8 U Flo
-
SOIL ° s `" Kx x 12.1 s`,
1.7.) OWNER / CONTRACTOR SHALL REVIEW HOUSE LOCATION, GRADING ANDJi,
T'yrONfi V�`,T` '° ,1 O jNSF1 _ - LI' OX PROPOSED GAS SERVIC
DRIVEWAY MATERIAL PRIOR TO THE START OF CONSTRUCTION - `! r ,ECTION POP k x✓r r" : 11.9
... '^e -� e�ey i 3 . NrTr
r
X
18.) SOIL REMOVAL: ALL TOPSOIL AND SUBSOIL: (A t B LAYERS) SHALL BE
REMOVED FOR A DISTANCE OF 5' FROM THE SOIL ABSORPTION SYSTEM e _ -
DOWN TO THE CLEAN SAND LAYER, EL=8.3.t. AREA TO BE BACK FILLED WITH. CLEAN - x 117
SAND AND COMPACT ED TO MINIMIZE SETTLING.
. - 12 x 11.8.
121
FILE SOP
`.SAS PLAN VIEW 40 x 11.7
SCALE I"= 10
2
LOW P OI I LE: - x 12.4 x 11.6 � She Exu-=,ting Se Ftic Tank
NOT TO SCALE
THREE (3) COVERS TOTAL
12.1 m / / And Leaching facility I "v"""g "'1" XI00
Lot ��V�J Xf00 1519) -
/ / •.1 TO BE REMOVED ' Area 17,788 SF
s SET NOTE 16
24 DIAMETER CONCRETE COVERS -I - -
-. - x 11.9
TOP OF FOUNDATION
RAISED TO WITHIN G" OF FINISH 4" PVC - - - \
- . >/ ""/ . 'x i2.o
GRADE (OR AS NOTED) -INSPECTION PORT - -"'� m s REVISED PLAN, 5-7-14; CHANGED GROUNDWATER INDEX WELL TO MIW 29 AND
EL= 13 5 (SEE NOTE #5) _ - x t2. / 121
Proposed [L= 12.75 MIN/IUM Proposed fL= 12.2 Pro o5ed EL= 1 125 - - \. /. x 11.5 -\ry CHANGED.GROUNDWATER ADJUSTMENT.
\I _ x 121
77
.,, . M1• t
N LOT 44
12'(9"MINIMDM). HENNESSY RESIDENCE
a 1 2 O+ CAP LATERAL Area= 17,788 SF-}
10.25 ENDS - - CIO Jim Hagerty, Reef,. Cape COds Home Budder, PO Box 18G, Dennis MA
x .o
Stockade. Fence e
2" LAYER OF US"- 1/2'STONE x 12.1 -:.100.03' SITE *.SEWAGE DISPOSAL SYSTEM DESIGN
/ 213 CRANBERRY LANE, 5. YARMOUTH, MA
1 1 .00, 10 85 10 1 4' f 0 60 /
/ / 3/4" I q2" STONE . . 123
3" `. T 10.30 I O. 13 9.80
4'O
GAS BAFFLE 2 DROP INSPECTION Non:: ,DepartrleTit J.M. OTEILLY & ASSOCIATES, INC.
1000 -lam',VEL' !
PRIOR TO FINAL INSPECTION BYTHE ENGINEER, SYSTEM - Professional Engineering & Land Surveying Services
9.00 - 5.20± NEEDS TO BE I:CMPItTE INCLUDING BUILDUP FOR COVERS.
Longest Run- Date
12' - 30'- 10'. 40': - Jame _ !!! 1573 Main Street - Route "BA
1 500 GALLON DD -3 - - - V - EL= 3.8 HIGH G;' IUNDWATER P.O. Bolt 1773
SEPTIC TANK D -BOX LEACHING FIELD 0 6O 17 (508)696-6601 office Brewster. MA 02631 (508)896-6602 Acs
400'x 15.0'.x 12---Q-EL= 2 I OBSERVED GROUNDWATER, 03/19'14,.TEST HOIC - DATE. SCALL: BY: CHECK: JOB NUMBER:
H zo SCALE I "-20
LICENSED PLUMBER TO REVIEW FOR INTERIOR PLUMBING PRIOR TO SETTING ANY SEPT C COMPONENTS 0411511 4 A5 Noted MTF/GMB JMO/KEF JMO-6875
G:V�AJobs\reef\6875 2 13.cranberry lane\dwg\687555DS:dw�' -