HomeMy WebLinkAboutEngineered Plan - 2014t : Yarmouth
TOP OF FOUNDATION 24'diameter concrete cover C/e '
= M45 --d rade THIRTY EIGHT 38 ADSA GH 36 GBD veland )VIA
EL 50.1 g { ) RC3 C ( I 2) Wy
„(Or a9noted) LEACH CHAMBERS IN BED CONFIGURATION
Inspection Port and cap with magnetic
marking tape to Wthm 3"0fgrade
_ 35,
e + =
' Eiristmg EL 49.5_.. ' EL 48.2_ EL 48.0-48.2(m�
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B. 47 ./_ ;..
45.75 cv .' ..:
p'!.\4 .50 45.08 e 44.9/ 44.80 i�
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Gas Baff/e 43.90
O
N
0.
, Lon est Ran ,, U LOCUS
A. 65 `✓ 6.
TH/RTYE/GHT 38 ADS ARC36HC
B: 47 /nspection Port (See Note ,�4)
DB -6'
(36/6002) LEACH CHAM0ER5 IN BED
1500 GALLON H 2O Rated
CONFIGURATION
PLAN VIE SITE LOCUS
G pT /^ ^ ,(� /'��./ /'��./ /� � �J{� (� EL=39.3+Bottom of Test Ho%
✓f/ / 1 7AAI ` LfACi/ / Ci/ //`"1/V/LJfR,5 . " _ ' NOT TO SCALE
D SOX SCALE. 1 ! O
Soils to be Verified to
FLOW PROFILE EL=38.91 at Time oflnstailation
NOT TO SCALE � 9'00" W
.) Assessor's Map 25 Parcel 5
5 8G 3 2.) Land Court D 1 10 1878
CONSTRUCTION NOTES ,
-19 134.oa / / 3.) Land Court Plan 19724 15
Zone, II of a
.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 31 O CMR .1.5.000 .
4. This property Is not In a Z Public
-
a / /
STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND EXPANSION / LOT 20 20' Tree Water Supply
OF ON .517E SEWAGE TREATMENT AND DISPOSAL SYS AND F e Existm Paved r 5 FIOOd Zone: C
SYSTEMS FOR DISPOSAL OF g � , / A ea 1.2,632 S.F. G
a�..� .)
-
"
SEPTAGE AND THE LOCAL BOARD OF HEALTH REGULATIONS. -Drive /
3 Gtrees'
RE lATiO 5. a ; , / ;
/48
8 u
2. ANY SEPTIC SYSTEMCOMPONENT� -
INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR
VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN 1I-20 49.0 ED
4a6
LOADING.If UNDER AN IMPERVIOUS SURFACE,"SYSTEM SHALL BE VENTED TO THE ATM05PI1ER. BENCHMARK SG
LEGEND.
n
50.00
/
24"
Tree Corner Ste w Deck
l
N
- '
_ : ,
.,3. TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS SHALL BEINSTALLED ON ASTABLE EL_50.00 (Asau ed Datum) 0
EXISTING SPOT GRADE
\
MECHANICALLY COMPACTED BASE ON 51X INCHES OF CRUSHED STON ►
E• t Go / 2 1.0' &.124x5 PROPOSED SPOTGRADE
Q o / / o _20 mmz f _ NT
d ._..` EXISTING CONTOUR
East Cess o0
B
4.
4 sb
COVE OVER T N Ex4 i G Bedroom I n 2
RS R HEI LET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND THE O rn 9 /' yt ng o Dwe h g I ..L,
_ / ____
to be Abandoned I / _ .� < / ... ,r' � ,' 24 PROPOSED CONTOUR•..
SOIL A55OKPTION SYSTEM SHALL BE RAISED TO WITHIN G OF FINAL GRADE.' LEACHING FIELDS, I Top of Foundation EL 50. I _ � I "
_'0 (See Note lF'22J I / / I 1 2 Tree i
TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL HAVE AT O Z W WATER SERVICE LINE
LEAST ONE (1) INSPECTION PORT CON515TING OF PERFORATED 4 PVC PIPE PLACED VERTICALLY TO THE S - 4l G f f;,, ` c� O OVERHEAD UTILITY LINES
/ / Q tY .�f o w
BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC MARKING TAPE;` 0 W W i �* w 'ca
" " I w U UNDERGROUND UTILITY LINES
ACCESSIBLE TO WITHIN 3 OF FINAL GRADE. 4e.3 49. I N L 14 Twin '
`� 49.E Iz 50.2 -G GAS SERVICE LINE
5. PIPING SHALL CONSIST OF��
4 SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A EDGE OF CLEARING
� � I .. � o � I
Water/sewer
MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, AND Crossm See c� FENCE
NOT LESS THAN 1 % OTHERWISE. `✓ ( c/o C/o _ O 1` I Tp
Note - ,' 5aSGng 5,ptic - TEST HOLE LOCATION
TP -1 Com onen?�s to be
_.:.._ .. 5., P SEPTIGTANK
G.) DISTRIBUTION LINES FOR THE SOILAB50RPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 PVC 49•� '.. " -- '' 2 m ST
43:4 ST I Removed /)See Note R2/)
(OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. UNES SHALL BE CAPPED QT.E�JD OR 3 '
DB DISTRIBUTION BOX
_ __ I
AS NOTED. - _ � _ __ � T ,� �.--� - =- - ,�_ : �""a--,-.., ._-�...�..- . �--.�-.- � _ 5
_ y - _ _ _.^' ••• ro A5 SOIL ABSORPTION SYSTEM
_ s� 24" tree O • 4G. 12
r _
0
"� w
_ 24 tree
n
7. LINES FROM THE DIST IBU ION B �' ee ,
R T OX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE PITCHING TO , � . 4�.5
/
r
THE SOIL ABSORPTION'SYSTSM. ' DISTRIBUTION TR ION BOX SHALL BE WATSR TESTED TO ASSURE EVEN
DISTRIBUTION. 137.97 48.G 4G ----
/8
N81 3 " 47.12 INSPECTION NOTE:
000E 4�
8,) GROUT TO BE USEDAT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRSTE;STRUCTURSS 1N 3
8 _,_
O
• 411!1211, 10 T FINAL INSPECTION BY THE ENGINES SYSTEM
ORDER TO PROVIDE A WATERTIGHT SEAL. 8 4/PRIOR OR>
c4
NEEDS TO BE COMPLETE INCLUDING BUILDUP FOP, COVERS.
9. HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE
oad .�.z
DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. con d .. "'"u �^'
< , , . ,
4 J.52 e
,a �i�h I2� _
way p
t
Ic Y
u
b ,
` 10. IN ACCO � ;
ACCORDANCE WITH 3 FO CMR 15.22 I ,ALL SYSTEM COMPONENTS SHALL BE MARKED WITH A'
.I
MAGNETIC MARKING TAPE.-•--'^�'`
J 1.) THERE ARE NO KNOWN WELLS WITHIN 100 OF THE PROPOSED SOIL ABSORPTION SYSTEM..e
.......
t4i,:. tk3@Date
12. FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL E OF E
INSTALLERT V FY THE LOCATION OF ALL
RP N RECEIPT i TH
UNDERGROUND AND OVE HEAD UTILITIES
CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT USE! OFR
THE�/ F n n /� � q
SITE PLAN
AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. SYSTEM DESIGN CALC U Lf'1TI O N5 PRIOR TO THE START OF ANY EXCAVATION
RELOCATE AS NECE55A Y
ACTIVITIESAND RE A R
_OP
N
13 ESIGNFLOW u ED SCALE, 1 20 Z
.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED SEWA6E0 REQ /RED 6 BEDROOM DWELLING Qa MAS
SEE NOTE # 15 �cA� s
A5 SH l /O GPD/BEDROOM =-660 GPD REQU/RED ( ) 1�
OWN ON :PLAN. ANY CHANGES SHALL APPROVED IN WRITING BY THE DESIGNER. O
O� y
LINDA J.
- N
E5/GN PLOW P OI/DED
14. THE B0 SEWAG�D R l TH/RTYf/GHT(38)AD5 UN/TS /N BPD �
ARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT pOF/�. PINTO -+
t 9AL� r o
`BOARD OF HEALTH AND THE DESIGNER.. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE CONE/GURAT/ON. �
' DISPOSAL 5YSTEM WAS INSTALLS A a 6
DIN ACCORDANCE WITH THE OF THE PERMIT AND THE irJr)VvL� ,, .y
APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED.
Vt ((660/0.74)/(4.6 Fl /FrJ/5.0 Lf7 37.2 AD5 UN/T5 �o ,
c41 'Q O
RECJU/RSD (38 PRO VIDEO) Bdrm Bdrm �
F . �.
�i7 S T
15.) LOCATION OF UTILITIES IS APPROXIMATE! AND
rJo ,t
R A CONTRACTOR SHALL BE RESPONSIBLE FOR ' SS G
675 GPD PROVIDE � 660 GPD REQU/RED • E3T}�U ! a
' p OVAL E
DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO �
Bd
'COMMENCEM N rm
E T OF ANY WORK: THIS INCLUDSS, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY SEPT/C TANK CAPACITYREQUIRED.: 660 GPDX 2009b = 320 GPD REQUIRED O
, 'I
PRIVATE UTILITY COMPANIES. AND THE LOCAL WATER DEPARTMENT.
5EPTIC TANK CAPACITYP OVIDEO.- / 00 LL E C
MIJ�iay'
R 5 GALLON PT/ TANK
IG. CONTRACTOR SHALLLVERIFY 7 AT ALL WASTEUNES ARE CONNECTED BY WATER TESTING WITHIN Bdrm
THE DWELLING PRIOR OR TO INSTALLATION OF ANY SEPTIC CO _
MPONENTS.' A GARBAGEDlSPOSAL /S NOT PERM/MD W/Tli THIS DESIGN PLOW
Pre
17.INVERTCONTRACTOR SHALL VERIFY EXISTING
p
ELEVATIONS PRIOR TO INSTALLATION OF ANY SEPTIC Dmin9 ared for:
SYSTEM COMPONENTS.
Bdrm
The, Jane W. Davl
dson Trust
8. INSTRUMENT SURVEY D
R CONDUCTED FO P O
R R POSED WORK ONLY, SITE PLAN SHALL NOT BE USSDest Yarmouth
TEST HOLE LOGS
P.O. Box 872, W , MA 02673
FOR STAKING, OR ANY OTHER PURPOSES. Living
Room
19: THIS PLAN DOES NOT CERTIFY. U
O RTI , G ARANTEE OR WARRANTY COMPLIANCE WITH DEEDED OR ZONING
BYLAWS, SPECIFICALLY, BUT NOT LIMITED TO, SIDELINE 5EMACK5 AND BUILDING HEIGHT RESTRICTIONS.
_
OWNER 15 RESPONSIBLE FOR OBTAINING SUCH A DETERMINATION FROM THE APPROPRIATE AUTHORITY.
20.) IF SOIL5 DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DF-51GN ENGINEER 15 TO INSPECT THE
501L-5 PRIOR TO PROCEEDING WITH INSTALLATION.
21. EXISTING TING SEPTIC COMPONENTS TO BE REMOVED. ANY CONTAMINATED SOIL SHALL BE REMOVED
FOR A DISTANCE OF FIVE (5) FEET LATERALLY FROM THE 501L A1350KFTION SYSTEM AND REPLACED
WITH CLSAN SAND AREA TO BE COMPACTED TO MINIMIZE SETTLING
Test Hole # I (EL=49.3±)
22.) EXISTING CESSPOOL TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND ABANDONED IN
PLACE.: AREA TO BE COMPACTED TO MINIMIZE SETTLING.
Depth
Layer
Soil Class
Soil Color
Comments
O" -G"
A
Medium Loamy Sand
I OYR 3/3
G" -2G"
13
Medium Loamy Sand -
I OYR 4/G;`
NO GROUNDWAI=R ENCOUNTERED
2G"- 120
- C I
Medium -Coarse Sand
10YR / G 5
Pere @ G I"
D s oral 5 stem
r ed s
a 1
Kitchen Bdrm
P opos ew ge p y
Harbor Rd., -Yarmouth
foyer 3 5 b , MA
Ye
13th Lj-�
Prepared by:
F1rst Floor.
Second Floor
u-
FLOOR PLAN
�.'
22.) EXISTING CESSPOOL TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND ABANDONED IN
PLACE.: AREA TO BE COMPACTED TO MINIMIZE SETTLING.
TESTING:
DATE OF T
SOIL EVALUATOR:
BOARD OF HEALTH AGENT.....
os 7 /O /14 ;
SE
LINDA J. PINTO. P.E., O CEA DE N51 SEPTIC, C.
PHIL RENAUD, YARMOUTH HEALTH DEPARTMENT
NOT TO SCALE
0 20 40 GO
O Qu URE
p
23:) WATER/SEWER CROSSING. 4 PVC WASTELINS SHALL BE SLEEVED IN A ZO SECTION OF G PVC PIPE
ION TE.
PERCOLATION RA
THAN
LE55 H N 2 MIN/INCH IN C LAYER
_ ;
Ei�1GI�JEEFi6PJ� DIVISION
CENTERED OVER THE WATER LINE TO MAXIMIZE DISTANCE TO JOINTS.
_
NO GROUNDWAI=R ENCOUNTERED
'SCALE i"-20 '
P.O. Box201 Brewster Ml02631 Phone C50 81 896-1513
'Date. 06/04/ I h Scale. As Shown By L•1 P
Check MIA
Pro ect No. 951 40 43
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