HomeMy WebLinkAbout213 Cranberry Lane - Site & Sewage DisposaluivLIZ�)5 n-ZV COMPONENTS ARE U5ED,
B.) THE DESIGNER WILL NOT BE FESPON5I13LE 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,
CONSTRUCTION NOTES:
1'.) ALL CONSTRUCTION SHALL CONFORM TO THE5TATE ENVIRONMENTAL CODE,
TITLE 5, AND THE REQUIREMENTS OFTHE LOCAL BOARD OF HEALTH
„2.) SEPTIC TANK(S), GREASE TWO), DOSING CHAMBEP,(S) AND DISTRIBUTION
BOXES) SHALL BE SET ON A LEVEL 5TA13LE BASE WHICH HAS BEEN MECHANICALLY
COMPACTED, OR ON A 6 INCH CRUSHED STONE BA51t
3.) SEPTIC TANK(5) SHALL MEET A5TM STANDARD C 1 127-93 AND SHALL HAVE
AT LEAST THREE 20'. DIAMETER MANHOLES:' THE MINIMUM DEPTH FROM THE BOT -
DEPTH FROM
SURFACE
(INCHES)
501L
HORIZON
SOIL
TEXTURE
(U5DA)
- SOIL
COLOR
(mUN5FLL
SOIL
MOTTLING
OP.1`R
-
`: 0-6
E
Loarny fine Sand
I Q1'R. 2/2
NONE
B -.
6-33
B
Loamy Fine Sand
J CYR 5/8
NONE
_
33 130
CI:
Fine Sand
IOYR 74
NONE
WAT E3 108"5LANTING
e mac/ y r(IMl,,\t tj OF 4s
5`F71C TANK CAPACITY P?OW' =: I^,HN L'1. -:
1'00 GALLON SEPTIC TA:' . (V N ALLOWED) <j s ^� :C
ELEVATION 1.3
WJE
E DFSIDN FLOVWN.E
O
SOIL
HORIZON
1J4e
<
SOIL >
COLOR
(MUN5ELL
I IOGPD=440 GPD
1
77
CKANBERRY
Loa fine Sand
` P Y^'r•JG CAPACITY R`..
I OYR 2
FEI eGRINE LN
B -.
10 GPD = 440 GPD REQUIRED
B
Loa Fine Sand
I OYR 5 8
5FIC TANK CAPACITY R_FQUI?ED: - - _ r*a jN r •j �"�a - -
F• (�+.�%SPP:
_
LOCUS
C -
uA.�r F LOW = 440 r O r =880 GAL. REQUIRED Dd^< n s�►.�-- `!A,!
IOYR 74
AFT
PE RC 4G" TIME I<:OG
e mac/ y r(IMl,,\t tj OF 4s
5`F71C TANK CAPACITY P?OW' =: I^,HN L'1. -:
1'00 GALLON SEPTIC TA:' . (V N ALLOWED) <j s ^� :C
< 9 ' IN HOLE -.< 5 MI IN
WJE
TEST HOLE 2: EL= 10.2± I - ti o n -ILLI' ,., JOHN PEO
DEPTH FROM
SURFACE
_(INCHES)
SOIL
HORIZON
SOIL
TEXTURE
(USDA)
SOIL >
COLOR
(MUN5ELL
501L
MOTTUNG
OTHER
- 0-12
Loa fine Sand
Loa fine Sand
I OYR 2
NONE
B -.
12-30
B
Loa Fine Sand
I OYR 5 8
NONE
-
30-130.
C -
Pine Sand-'
IOYR 74
NONE
PE RC 4G" TIME I<:OG
< 9 ' IN HOLE -.< 5 MI IN
U"I
O
.I L a
LEAGH. )„ CAPACITY FP.O`JIDm: �
AN LEACH: =��
Ai
m
N
U*.-- 1 - 'NG FIELD C It/ N
o' _ ao x 1 5' x 1 2° LSA \ O. ,,._a0
V'=1!40 X 1591 X 0.74 GPD/SF=444.0 GPD iV'e��F=f, - ,r
444 GPD>440 GPD R,`QUIRED �4t.,'r. NO. 467;?3
NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN.
INSTALL:
O!JE (I) 1500 GALLON SEPTIC TANK 'tr LIRl �t [L
ONE (1) - 3 OUTLET D15TRJBUTION BOX (H-20 Rated)
N
ONE(I) -LEACH FIELD, 4(Y x 15'x I H - - -NOT TO SCALE
TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48".. - TEST HOLE 3: EL=' f 1 .O+ THREE(3) - RISEPS AND COVERS WITHIN G' OF GRADE
4.) SCHEDULE 46 PVC INLET AND OUTLET TEES SHALL EXTEND .A K41NIMUM OF 6'
ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE
CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE.
5..) PAI5E COVERS OF THE SEPTIC TANK AND D15TRIBUTION BOX WITH PRECAST
CONCRETE WATERTIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN 0 OF
FINISH GRADE, ORAS APPROVED BY THE LOCAL BOARD OF HEALTH AGENT.
G.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL
BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LES5 7
DEPTH FROM
SURFACE
(INCHES)
SOIL
HORIZON
SOIL
TEXTURE -
(USDA)
SOIL
COLOR'
(MUN5EW
SOIL OTHER
MOTTLING -
0-12
E'-
Loa fine Sand
I QYR 2/2
NONE
12-28
B -.
Loa fine Sand
I O1R 5/8
NONE
28-130
Cl -
fine Sand
I OYR 7/4
NONE WATER 122" STANDING
O
O
PROPOSED DRIVEWAY m. -
SEE NOTE 17 PLAN BOOK 72 PAGE 79
BENCHMARK: DEED BOOK 26 160 PAGE 346
Top of Concrete Bound C ASSESSORS' MAP 26 PARCEL 39
EL 1 1 .2-* (1 9W NAVD) •NBERRY LANE
-
/p L `NE PROPOSED FOUR BEDROOM LEGEND
HAN I °{o �40i. Wide-)'Ubilc W8 LEACHING FIELD 40k 1 5k f 2"
TEST HOLE 4: EL= 10.9 - �- w" --"=-'w a of Paveme t ' 'Y
.7.) DISTRIBUTION LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED) SHALL BE
4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE 511ALL BE CAPPED
AT END OR AS NOTED.
8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN. LEVEL FOR AT LEAST
-2' BEFORE PITCHING TO. SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION
BOX TO A55URE EVEN DISTRIBUTION:.
9:) D15TPJBUTION 13OX SHALL HAVE A MINIMUM SUMP OF G' MEA5URED BELOW
THE OUTLET INVERT.
DEPTH FROM
SURFACE
(INCHES)
ISOIL
HORIZONTEXTURE
I
OIL-
(U5DA)
- SOIL
COLOR IMOTTUNG
(MUN5ELL
SOIL OTHER -
- 0-'
E
Loamy Fine 5and
1 OYR 2/2.
NONE
12- O.
-
Loa fine Sand
1 58
NONE
33-130
CI
Fine Sand
I J 4
NONE
. 0.4 w0 "iw 1;n
LLIJ EXISTING CONTOUR
x 10.7 x 10 wo •• w' w,
Io'
32 PROPOSED CONTOUR
cB TEND). 1 --w w` -_�-- - x as
W_to
x 12.34 EXISTING SPOT GRADE
OO w�
24x5 PROPOSED SPOT GRADE
:x Osa
J Ixp
a ..• �<<,:
'
.
-w- WATER SERVICE LINE
< X 10.3. +I (FND)O
_
..
o OVERHEAD UTILITY SERVICE
-
'
-U- UNDERGROUND UTILITY SERVICE
)2 AS n Ioz -G
10.) BASE AGGREGATE FOR THE Lf ACHING FACILITY SHALL CONSIST OF 3!4^ TO DATE OF TESTING: 311912014 GAS SERVICE LINE
, ` - a , ;; , , "'�� _,. >P
1 -U2" DOUBLE WASHED STONE FREE Of IRON, FINES AND DUST AND SHALL BE - PERCOLATION RATE:' LE55 THAN 5 MINANCH IN 'C I' LAYER. s � ^a•= } ` • ,::. s ). LO± .TEST HOLE BORING .LOCATION
INSTALLED BELOW THE CROWN OF THE DISTRIBUTION LINE THE BOTTOM OF THE : WITNESSED BY MATTHENIT FARRELL, ELT, J,M. O'REILLY a ASSOCIATES, INC. 1< �< �° x�t r, v, -:' °'xii• D l
-AMY VON 110NE,.AGENT; YARMOUTH HEALTH DEPARTMENT - PROPOSED UG " - 5T 5EPT1C TANK
SOIL ABSORPTION SYSTEM: BASE.AGGREGATE SHALLBE COVERED WITH A 2' ELECTRIC
LAYER OF I/8'TO i/2'DOUBLE. WASHED STONE FREE OF IRON, FINES AND DU5T- ' WATER ENCOUNTERED (1 x107 �:.< +a0 C, �.:;-- " --1c, t).a DB D15TPJBUTION BOX
USE. A. LOADING RATE Of 0.74 GPD/5F FOR SIZING OF SOIL ABSORPTION SYSTEM. + Ix 10.6 )"TIN) , , , : "" ^.•,r- - x 103
m ' SAS SOIL ABSORPTION SYSTEM
1 1.). VENT SOIL AB50WION 5Y5TEM WHEN D15TPJBUTION LINES EXCEED 50 FEET; PROPOSED WATER c. --- x,iti.7 F " , , ' : ,
WHEN LOCATED EITHER IN "OLE OR IN PART UNDER DRIVEWAYS, PARKING AFEA5, - -.:ST, Reserve RESERVED FOP FUTURE
HIGH GROUNDWATER LEVEL CALCULATIONS: SERVICE x to.a +I x
TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED j -.- '. --rc 4h.6 , : +1 z 7P t y,: f coo UTILITY POLE -
1 2.) SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9" OF Depth To Water Table (3-19- -I 4): 9.0 Feet I -. '�; .,::� a
CLEAN MEDIUM SAND CLUDING.TOPSOIL.- - Appropriate: Index Well: MIW 29 I.... X-10.7, �$. O o, - 11 ® CATCH BASIN
(D( ) bar n 4 Bedron - .'`'
Water Level Range Zone: A (0-2) Dwetirng, dng Gas L ! •+ '' -'m 13x0 "x 10.6 eN y -I ..O'er ZT PI RE HYDRANT
I3.) FINISH GRADE SHALL BE A MAXIMUM OF 3G" OVER THE TOP OF ALL SYSTEM .Current Depth To Water Leve( For. Well (3/2014): 8.2' Exi5Ur� - "titer 5er 5.,5:t -
COMPONENTS; INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX,: DOSING CHAMBER .Water Level A I ustment: 1`.7f TO F - „' 5 13x3 18 2' ® WELL
AND SOIL ABSORPTION SYSTEM, SEPTIC TANKS SHALL HAVE A MINIMUM COVER - J O t_ R_MC vED ;Paved .>C POpCI „ r. 0 DRAINAGE MANHOLE:...
Estimated Depth To Nigh Water: - 7.3' Feet (EL 3.0) XDn'e , " xx- t0.e •, Ok' - CONCRETE BOUND, FOUND
OF S
'id IFP 1.h THE L'di _, �n�g L,i Lgrepnl nF?wr Girl P.__..: ,Y'.'i�..
F E^A ,UNTIL __ -._ _
f' TOP Or BANK
RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE 501L A135ORP- 5' S PROPOSED m •-•-•- LIMIT OF WORK
TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH �M _ :. BEDR i j - - FENCE
AREA FORAM ACTIVITIES Tt1A7MIGHT -0AMAGE THE SYSTEM.' OIL OV,gL SEE NOTE 18 - --><.II2 cb LUNG TgPEL �O,
15-) THE BOARD OF HEALTH SHALL REQUIRE IN5PECTION OF ALL CONSTRUCTION Oz i p ry t< a ;; L SHOINE x 10.7 EDGEOF CLEARING
R
BY AN AGENT OF THE BOARD OF HEALTH. (OR THE DESIGNER IF THIS SYSTEM RE .. ' ' N m ,;`fpS PQSEb GAT�.AGE
QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING I ` . • ' ' (� !; c: i x"s. PROPOSED 501L REMOVAL -
;THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THETERMS OF THE1
PERMIT AND APPROVED PLANS.. 48 HOURS ADVANCE NOTICE 15 REQUESTER
10.7
18.2 E. 8
ZONING CLA551FICATION
SEE NOT
J,.-•""xe.r . - .,',.. 9 -:e e e 11,1 :x10.8
16.) EXISTING SEPTIC TANK TO BE REMOVED INCLUDING ANY CONTAMINATED
iL
- ZONE R-25 IDENTIALSOIL, EXISTING LEACH FlELD TO BE ABANDONED IN PLACE.. ; ` ; , :J; -, > _`- , ' % -' a <'' -< ,- T ...-<-r / y Ip (P.ES )
, .: x1L1 5.8'7c R, 13x3 1 _O ' V MINIMUM AREA': 25,000S.F.
`F....t -< ,., , ,:4 �`...,?; , `�<:,, ..PROPOSED GAS SERVICE17.) OWNER/ CONTRACTOR SHALL REVIEW HOUSE LOCATION, GRADING AND . D o tD - MINIMUM FRONTAGE L50 FEET
C+tNSPE OX 7DRIVEWAY MATERIAL PRIOR TO THE START OF CONSTRUCTION. ;; a, , = 4 CTiC)N PC�J�T 10.9 - 13x3 FRONT YARD SETBACK 30 FEET
18.) SOIL REMOVAL: ALL TOPSOIL AND: SUBSOIL (A d B LAYERS) SHALL BE ='-+' „`; <,. 4 - x.10.7 -w 51DE YARD SETBACK 15 FEET
�-
X
x
REMOVED FOR A DISTANCE OF 5' FROM THE SOIL ABSORPTION SYSTEM `"�"'- ' '- ; " .� REAR YARD SETBACK 20 FEET
DONT! TO THE CLEAN SAND LAYER, EL=7.5+. AREA TO BE BACK FILLED WITH CLEAN ` X 10.0 10. _ _ < MAXIMUM BUILDING HEIGHT 35 FEET
SAND AND COMPACTED TO MINIMIZE SETTLING. t_ 'MAXIMUM-13UILDING COVERAGE 25%
12 x 10.9 /
% PROPOSED BUILDING COVERAGE
IJ Q 112 z A MOP05ED DWELLING
SAS I ....
LAN VIE10.13 W - 40' I GARAGE AND PORCH 2,535 5F±
SCREEN PORCH 168 5F±
J ! (� EXISTING SHED .152 SF±
SCALE: I ' = I O' : \ J ) >%, 10.9 ! _ ` TOTAL 2,855 5F±
FLOWPROFILE: x,15 J, x ,U.7 µ1 ; 5', , Emsbng 5eplic Tank
112 h / r� , And L.eachmg facility Budding Area ,X1�= 2,855 SF XICXJ='16.0%
NOT TO5CALE GRADING AND ELEVATIONS CRITICAL �`,� ;P I . W TO DIE REMOVED AND Lot Area 17.7S35F
rn � i
THREE (3) COVERS TOTAL > ABANIDONED SEE NOTE I G
100 YEAR FLOOD PW N / r,,.�..
- 24' DIAMETER CONCRETE COVERS AE ZONE EL= 1 ! .O J s �" I m 4 n_% -
RAISED TO WITHIN G' OF FINISH - / J - x: t0.9V. (to
TOP OF FOUNDATION 4" PVC - MAP # 25001 C0559J J JJ �+., 1 I REVISED PLAN 4-17-15; CHANGED DATUM TO 1988 NAVE), REVISED HOUSE
777, EL J 4.0 GRADE (OR AS NOTED) .INSPECTION PORT JULY I G, 2014 JrJ - J s ' x llJ FOOTPRINT, LOCATION f ZONING TABLE. -
(SEE NOTE #5) x IIA -
"` Proposed EL= 13.0 MINI M Proposed EL= 12,0 - Pro sed 4= 12.00 L 112 REVISED PLAN 5-7-14: CHANGED GROUNDWATER INDEX WELL TO MIW 29 AND
'� /��/'� /`% '%l %% �'��� �� - 'g CHANGED GROUNDWATER ADJUSTMENT.
o t\1 ,,� ,\\� LOT 44 ;_
_ 111 MR. FRANK t1ENNESSEY
N) Area 17,788SF+
ri I 11.80-i- i j 24" {9" MINIMUM) C•AP LATERAL x ll.i '
ENDS 1 28 Captain Daniel Road, South Yarmouth 02664
�.'
PROPOSED FILTER FABRIC ' -x 111 (^
If=/ o' o.Go , , ; I - roo.o3' .SITE `SEWAGE DISPOSAL SYSTEM 'DESIGN
1 O° - 14" 10.35
3a j I 10.00 9.83 .: .L. 3/4" - I 112" STONE
JJI 9.50 PLAN � �-� �"'4 213 CRANBERRY LANE, S. YARMOUTH, MA
4CY' 2' DROP -
cAs BAFFLE 9:70 8.70 INSPECTION NOTE: Land Surveying Services
SCALE I ^=20' � J.M. �'REILLY SC ASSOCIATES, INC.
PRIOR TO FINAL INSPECTIONTHE ENGINEER, SYSTEM
... .-.. ... �, .._ . ..,-.._�. - 8.70 5.70--t -. .Profede ..
NEEDS TO BE COMPLETE INCLUDING BUILDUP COVERS. ssional Engineering
Longest Run
I O' 1500 GALLON 30' DB -3 10 '40' 1573 Main Street - Route 6A
SEFTIGTANK LEACHING FIELD --EL=3aHIGHGRQurJDWATER p 20 40 60 P.D. Boa 1773
- - �-BOX. 1.7 (508)896-6601. Office BreRater, MA 02631 . (508)898-6802 Fax
40.0 x 15.Ox 1 2 1 DATE; .SCALE: BY: CHECK: JOB NUMBER:
N-20 - -%- _ - EL= I .3 OBSERVED GROUNDWATER, 03/! 9/14; TEST HOLE
SCALE 1 =20'
LICENSED PLUMBER TO REVIEW` FOR INTERIOR PLUMBING PRIOR TO SETTING ANY SEPTIC COMPONENTS - G 04118/14 A5 Noted MTF/GMB JMO/KEF JMO-6875
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