19-A059OND FLOOR CEII
FLOOR HEADER
SECOND FLOG
RST FLOOR CEI
FLOOR HEADE
FIRST FLE
CAPE ARCHITECTURE
PO BOX 645, BARNSTABLE,
MASSACHUSETTS 02630
T- SOS 367 5900 -
E - KMEICia CAPEARCHITECTURE.NET
WWW.CAPEARCHITECTURE.NET
0
GENERAL NOTES:
w 1. ALL EXTERIOR WALLS SHALL
Q NEW DORMER, IXG, BE 2X6 @16" O.C. UNLESS NOTED
it - Ix3 TRIM OTHERWISE.
-'- w 2. ALL INTERNAL WALLS SHALL
Z
Y ____ - - - - - BE 2X4 @a 1 6" O.C. UNLESS
_ _ _ _ _ _ _ - - - - - NOTED OTHERWISE
EXISTING RAKE 3. CONTRACTOR SHALL VERIFY
FMI �Z EXTENDED TO B' ALL WINDOW OPENING PRIOR TO
® ® ® ® NEW DORMER AND - 1 X 1 D, 1X3 TRIM
ORDERING WINDOWS.
FTIQ
ODOR EXISTING RAKE
EXTENDED TO B"
O C O O LC 7xlo,lx3 TRIM 4. CONTRACTOR SHALL VER
�e - ALL DIMENSIONS PRIOR TO IFY
CONSTRUCTION. CONTRACTOR
ASSUMES RESPONSIBILITY FOR
ANY MISSING OR INCORRECT
DIMENSIONS NOT BROUGHT TO
THE DESIGNERS ATTENTION.
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FM Fit
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® JOHN C SPINK
®®® O a ❑❑❑❑❑❑ M DDLEBORO,EMA
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NEW PORCH
NEW FARMERS PORCH NEW DECK - - -
-----------------------------------------
j PROPOSED FRONT ELEVATION q' - 1 FT. 1n
2 PROPOSED SIDE ELEVATION 44 _ 1 FT.
A2 A2
----------------------------
3 PROPOSED SIDE 2 ELEVATION 10 - 1 FT.
A2
❑ m
m
0
W
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E
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Z
f
I
minis �Els _�._�_
mm�1110011�1111C
PROJECT NO. 19 1 5
YAKIUIUU I N
4 PROPOSED REAR ELEVATION q° 1 FT. I OLDKING'SHIGHWAY DWG. NO.
A2 -
REC
SEP 1 1 2019 5
TOWN CLERK YAkIviJU ('1
SOUTH YARMOUTH, MA,OLDKiJGSHIGHWAY I COPYRIGHT
CAPE ARCHITECTURE EXPRESSLY
RESERVES ITS COMMON LAW
COPYRIGHT
THESE PLANS ARE NOT TO BE
REPRODUCED OR COPIED IN ANY
.FORM WITHOUT FIRST OBTAINING
THE WRITTEN CONSENT OF CAPE
ARCHITECTURE
3
POST OKH
REVISED DESIGN
81 51 9
2
REVISED DESIGN
71 519
1
REVISED DESIGN
i 1 O 1 9
REV.
NOTES.
DATE
REVISIONS:
SCALE: ;" - 1 FT
7SECONDFLOOR HEADER
DATE: 05041CJ
PROJECT:
PROPOSED -
ADDITION
SECOND FLOOR
-
IRST FLOOR CEILING
FIRST FLOOR HEADER
LOCATION:
CARLOS FIGUEIROA
36 WHARF LANE
YARMOUTHPORT, MA
FIRST FLOOR
DWG. TITLE:
-- — — —
PROPOSED ELEVATIONS
(OPTION 6)
PROJECT NO. 19 1 5
YAKIUIUU I N
4 PROPOSED REAR ELEVATION q° 1 FT. I OLDKING'SHIGHWAY DWG. NO.
A2 -
REC
SEP 1 1 2019 5
TOWN CLERK YAkIviJU ('1
SOUTH YARMOUTH, MA,OLDKiJGSHIGHWAY I COPYRIGHT
CAPE ARCHITECTURE EXPRESSLY
RESERVES ITS COMMON LAW
COPYRIGHT
THESE PLANS ARE NOT TO BE
REPRODUCED OR COPIED IN ANY
.FORM WITHOUT FIRST OBTAINING
THE WRITTEN CONSENT OF CAPE
ARCHITECTURE
GENERAL NOTES: SOIL TEST LOGS:
A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM TAT HOLE 1: EL -24.0±
UNLESS H-20 COMPONENT'S 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 OP ALL
UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK.
DEPTH FROM SOIL
SURFACE HON20N
(INCHES)
501L
TEXTURE
(LISDA)
SOL
COLOR
(MONSEW
501L OTHER
MOTTLING
0-15 A
find Loamya
I 2
NE
15-37 p
SiltG
IG -55
NONE Frrm -
Cl37-92
Fine Wamy 5anA(
6
E Enable
92-149 2
Fine Sand9YV
I OYR G6
ENCOUNTERED 149'
CONSTRUCTION NOTES: TEST HOLE 2: EL -2G.3±
I .) ALL CONSTRUCTION SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE,
TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH.
2.) SEPTIC TANK(S), GREASE TRANS), D051NG CHAMBERS) AND DISTRIBUTION
BOX(E5) SHALL BE SET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY
COMPACTED OR ON A G INCH CRUSHED STONE BASE
DEPTH FROM
SURFACE
(INCHES)
501L
HORIZON
SOIL
TEXTURE
(U5ON -
50L
COLOR
(M1N5ELL)
SOIL OTHER -
MOTTLING -
-16
A
Fine Wamy Sand
IO1R3/2
NONE
IG -55
B
Silt Loam
I M 5/6
NONE
53-132
1
fine Loamy Sand
I OYR G6
NONE
132-132+
C2
Silt Loam
I OJR G/7
NONE
3.) SEPTIC TANK(5) SHALL MEET A5TM STANDARD C 1127-93 AND SHALL HAVE TEST HOLE 3: EL -22.7:t
AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE BOT-
TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48".
4.) SCHEDULE 40 FVC 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 MANHOIE.
5.) RAISE COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PPEC45T
DEPTH FROM
SURFACE
(INCHES)
501L
HORIZON
SOIL
TEXTURE
(1,15DA)
50L
COLOR
(MONSFLU
SOIL OTHER
MOTTLING
0-13
A
Fine Loamy 5a
I OlR 3/2
NONE
13-30
8
Fine Loamy SandI
QN: 5/8
N N
$1
C I
Fine Sand10186/6
NONE PERC R GI" < MI N
01-105
2
Silt Loam
I OYR
NO E
CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN Goof
FINISH GRADE, OR A5 APPROVED BY THE LOCAL BOARD OF HEALTH AGENT. DATE OF TESTING: 4/3/2019 -
6J PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL PERCOLATION RATE: LE55 THAN 3 MINANCI- IN 'C2• LAYER OF TEST PIT # 1, AND vC 1' LAYER OF TEST PIT #3.
B%.WITNF.55ED BY: MATTHEW WROGSIT, U.M. THLLY 4 ASSOCIATES, INC.
E LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LESS THAN I -
AMY VON H NONE, AGENT,
NT, YARMOUTT7 HEALTRf DEPARTMENT
7.) DISTRIBUTION LINES FOR 501L ADSORPTION SYSTEM (AS REQUIRED) SHALL BE GROUNDWATER ENCOUNTERED STANDING AT 149' IN TEST IfOLE 1 -
4" DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FF/FT. LINE SHALL BE CAPPED USE A LOADING RATE OP 0.74 GPD/5F FOR SIZING OF 501L ABSORPTION SYSTEAA.
AT. END OR A5 NOTED.
8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST -
2' BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST D15TRIBUTION HIGH GROUNDWATER LEVEL CALCULATIONS:
BOX TO ASSURE EVEN 1)f517RIBUTION.
9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G" MEASURED BELOW Depth To Water Table (4-3-19): 12.4 FEET, FL- 11.6
THE OUTLET INVERT. Appropriate Index Well: AW -247 (SOW -252 OUT OF ORDER)
10.) BASE AGGREGATE FOR THE LEACHING FACILITY SMALL CONSIST OF 3/4' TO Water Level Range Zone: A (0-2)
1-1/2" DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE Current Depth To Water Level For Index Well (03/19): " 22.4
INSTALLED BELOW THE CROWN OP THE DISTRIBUTION LINE TO THE BOTTOM OF THE Water Level Adjustment: ' 1.1' -
501L ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2' Estimated Depth To MYgh Water: 1 1,3 FEET, EL -12.7
LAYER OF 1/8" TO 1/2• DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST.
11.) VENT 501L ABSORPTION 5Y5TEM WHEN DISTRIBUTION LINES EXCEED 50 FEET;
WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS,
TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED,
FLOOR PLAN
SYSTEM DESIGN CALCULATIONS:
PUMP DOSING CALCULATIONS: PUMP CHAMBER FLOAT DETAIL:
SEWAGE DESIGN FLOW,
-
NOT TO SCALE
BH
4 BEDROOM DWELUN9'@ I 10 GPO - 440 GPD
1. DETERMINE VOLUME OF EFFLUENT TO BE PUMPED TO LEACHING FIELD:
-
- LEACHING CAPACITY REQUIRED,
DAILY FLOW - 440 GALLONS (PER TITLE 5 FLOWS) -
-. INLET INVERT
Pole
-R(MAX.)@ FD - 440 GPD REQUIRED
NUMBER OF-0O5E5 PER DAY - 8 DOSES
Storage Volume
SEPTIC TANK CAPACITY REQUIRED,NUMBER
OF GALLONS - 440/8 - 55 GPD
(23' - 676 Gallons)
-
-DAILY FLOW = 40 GPD @g 96 200 - 880 GAL. REQUIRED
2. DRAIN BACK VOLUME:
HIGH ALARM -
SEE NOTE #22 x 25.2
SEPTIC TANK CAPACITY PROVIDEDi
2' FORCE MAIN - G.G± GALLONS -
PUMP ON -
- COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER
1500 GALLN =r 1 ICT NK (MIN. ALLOWED)
PUMPING VOLUME -= DOSING VOLUME + DRAIN BACK VOLUME -
" 5 11 3' -Cycle Volume (88± GALLON PER DOSING)
PROVIDED, LEACHING CAPACITY
PUMPING VOLUME - 55 GALLONS + 6. .6 GALLONS - G I .G GALLON5 -
Low Water, Pump Off
-
ONE (1) 33.5'X 2.83' X 2.0 LEACHING CHAMBER CAN LEACH:
Vt=((33.5 X 12.83) + (33.5 X 2.0)2 + (12.83 X 2.0)2) X 0.74 GPD/5F=455.10 GPD
TOTAL DYNAMIC HEAD:
3 I tJ'±: -
- - 19.5UMP.
- 455 GPD>440 GPD REQUIRED
4. PLUMP MUST BE CAPABLE OF PUMPING AT LEAST 5 GPM
- SEE NOTES # 18 C # 19
NOTE: A GARBAGE DISPOSAL 15 NOT PERMITTED WITH TH15 DESIGN.
AGAINST A TOTAL DYNAMIC HEAD OF I d± FT (USE ONE LIBERTY 1/3 HP LOW HEAD EFFLUENT
-
`H3
tN5TAW
- PUMP OR ENGINEER APPROVED EQUIVALENT)
r
FLOAT INSTALLATION NOTES:
3 5TA5ON5
N 1 - 1500 GALLON SEPTIC TANK
_ to 10.9
�,
s
ONE (1) - 1500 GALLON PUMP CHAMBER
q 25 2 (NAVD i 988)
I .) FLOAT5 SHALL BE iN5TALLEQ WITH A CABLE WEIGHT
N
ONE (1) - LIBERTY EFFLUENT PUMP, 1/3 HP LOW HEAD EFFLUENT PUMP, FLOATS, AND ALARMS
AND SHALL NOT BE TETHERED TO THE DISCHARGE LINE IN ORDER
I I
ONE E (_ 3 500OUTG DISTRIBUTION BOX ERS Rated,
THREE) - 500 GALLON LEACH CHAMBERS WITH 4' OF STONE ALL AROUND
PUMP NOTES REQUIREMENTS
TO ALLOW FOR THEM TO BE PULLED UP TO THE TOP OF PUMP CHAMBER.
`
-
ONE (I J -MUSHROOM VENT CAP BY SWEET -AIR"
•
2.) FLOATS SHALL BE INSTALLED SO THAT THEY CAN BE
- 10
ACCESSED FROM OUTLET MANHOLE COVER.
z
-
1.) ALARM LOCATION SMALL BE APPROVED 8Y OWNER. ALARM SHALL BE A RED WARNING
- 3.) FLOATS MUST BE INSTALLED 50 THAT THEY ARE
- g
-
LIGHT WITH AUDIBLE ALARM LOCATED WITHIN THE BUILDING AS SHOWN ON THE PLAN.
FREE TO MOVE THROUGHOUT ITS TRAVEL AND NOT CONTACT
0.
-
2.) THE CORDS FOR THE FLOATS SHALL BE ONE CONTINUOUS PIECE FROM THE PUMP CHAMBER
THE PUMP BODY, PIPING, OR OTHER OBJECTS. -
-
'
TO THE DISCONNECT FULL BOX. THE CORDS SHALL BE ENCASED IN 3" ELECTRICAL CONDUIT.
_
- _
3.) ALARM AND PUMP TO BE WIRED TO DIFFERENT CIRCUITS. -
BEDROOM BATH
O
U
- I
4.) ALL PUMP, WIRING, ALARM, AND FLOAT INSTALLATIONS SHALL CONFORM TO MASSACHUSETTS
- -
.• ls.s
�0 i
.\
-
STATE PLUMBING AND MASSACHUSETTS STATE ELECTRICAL CODES A5 WELL A5 TO
- -
LIMIT OF WORK
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THI5 SYSTEM RE-
MANUFACTURER5 5PECIFICATION5.
g
-
5.) PUMP SHALL BE LIBERTY PUMP - 1/3 HP -LOW HEAD EFFLUENT PUMP OR ENGINEER APPROVER
/
{i r
! x 20.1
EQUAL INSTALLER SHALL VERIFY PUMPS WITH MANUFACTURER FOR FLOW AND TDI1 (SEE PUMP
FENCE
QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING
DOSING CALCS FOR DETAIL5).
- - - -
'
- -
G.) ENGINEER SHALL REVIEW AND APPROVE 5UBMITTAL5 ON PUMPS, FLOATS, AND CONTROL
_ 'y` 222 x \� `i, ) '
PANEL
THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE
PERMIT AND APPROVED PLANS. 46 HOUR5 ADVANCE NOTICE 15 REQUESTED.
-
_
_
PROPOSED 40ML HDPE LINER'
12.) 501L ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9 OF
-
-
- -
FROM EL -22.50 EL= 18.50
BH
- -- - -- -- - - - -
BULKHEAD
CLEAN MEDIUM SAND (EXCLUDING TOPSOIL.
x 25.2 f !
OLD K!NG'S VU I r1 A
H �HVJAY
Pole
INER-7G'±
LENGTH OFF LI
-
(3.) FIN15H GRADE SHALL BE A MAXIMUM OF 3G' OVER THE TOP OP ALL SYSTEM
NOT TO SCALE
-
- -
Approximate Location of Cesspools
SEE NOTE #22 x 25.2
-31312
9
STEP
- COMPONENTS, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, DOSING CHAMBER
24.9-
_ 1-- �. - ••�
-
N Recg
(Per BOH Records on Ede)
_
oO
BENCHMARK:
05
OUTSIDE SHOWS
AND SOIL ABSORPTION SYSTEM. SEPTIC TANKS SHALL HAVE A MINIMUM COVER
1
I
- SEE NOTES # 18 C # 19
N
x los
x 23'7
-
`H3
UTILITY POLE
OF 91.
14.) FROM THE DATE OF INSTALLATION OF THE 501E ABSORPTION SYSTEM UNTIL
3 5TA5ON5
I - - -
_ to 10.9
�,
s
_ _
q 25 2 (NAVD i 988)
®
�
CATCH BA51N
RECEIPT OF A CERTIFICATE OF COMPLIANCE, THE PERIMETER OF THE SOIL AB5ORP-
ROONA
I I
3 a
m
ry0 _
__ /
- `. . •
!
WATERGATE
TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH
I -
-
- -
'�
CP
\ - / z` ••
#3///
CONCRETE BOON
AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM.
- GARAGE
NO BASEMENT"
_ -
'
171.07' !
_
15.) THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION -
BEDROOM BATH
KITCHEN ;
- I
- -
.• ls.s
�0 i
.\
1 I CS FND
- _
_�_�_
LIMIT OF WORK
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THI5 SYSTEM RE-
UNFINI5HED BASEMENT I
-
/
{i r
! x 20.1
FENCE
QUIRES A VARIANCE) AND MAY REQUIRE SUCH PERSON TO CERTIFY IN WRITING
I
- - - -
'
I /
���
_ 'y` 222 x \� `i, ) '
EDGE OF CLEARIP
THAT ALL WORK HAS BEEN COMPLETED IN ACCORDANCE WITH THE TERMS OF THE
PERMIT AND APPROVED PLANS. 46 HOUR5 ADVANCE NOTICE 15 REQUESTED.
-
_
_
(
LIVING
_
- - ` 19.7
!
- g0 i �
i
Le
- `��` ''i ` i Y / - 22.at •.
� �;>. ,
.
-
1 G.) SOIL REMOVAL, ALL TOPSOIL AND SUBSOIL SHALL BE REMOVED FOR
A D15TANCE OF 5' FROM THE SOIL ABSORPTION SYSTEM DOWN TO THE FINE
SAND LAYER. AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO
MINIMIZE SETTLEMENT..
17.) ENGINEER SHALL VERIFY SOILS PRIOR TO INSTALLATION OF ANY SEPTIC
COMPONENT'S.
18.) EXISTING CESSPOOLS. CESSPOOLS # 1 AND #2 SHALL BE REMOVED. ANY
CONTAMINATED SOIL WITHIN 5' OF THE ABSORPTION SYSTEM SHALL BE REMOVED
AND REPLACED WITH CLEAN SAND. AREA TO BE COMPACTED TO MINIMIZE SETTLING..
19.) EXISTING CF55POOLS : C655POOL #3 TO BE PUMPED DRY, FILLED WITH CLEAN
SAND, AND ABANDONED IN PLACE.
20.) EXISTING WA5TELINE(5), INSTALLER TO CONFIRM WA5TEUNE(S) BY WATER TESTING
WITHIN THE DWELLING PRIOR TO SETTING ANY SYSTEM COMPONENTS.,
21.) AN EFFLUENT FILTER (USE ZABU A 100 12X28 VC) SHALL BE INSTALLED AT THE
OUTLET END OF THE 1500 GALLON SEPTIC TANK.
22.) HDPE LINER: THE SOIL ABSORPTION SYSTEM SHALL HAVE A40 ML HDPE LINER
SHOWN ON PLAN VIEW TOP OF LINER SHALL BE FROM ELEVATION
22.50 DOWN TO ELEVATION 18.50. LINER SHALL BE APPROX. 76 FEET.
BEDROOM = ROOM].. .Barderinl� � I - ' Utility, f �.\ k i ryP �' 4.. r
j Pole
_ Ve tated #7 x 19.3 #2 N�
Wetland �► I •� _ )
FIRST FLOOR BASEMENT i I i Lor B-6 I k19,9 fir: 1;;� �� --25.3
Area= 19,G87iLIL -z 152 45.01. 5F± T 1�1 �/ x
i PLAN VIEW
r---
- O i; ,': I G 2 _ CALE- 1 = 2
S
JNo Second i _ aO '� "t7 r` t. ! �T ' �� x 22.3!1 50.1 _ -
r Roof Floor I �,Q j / Existmg 4
�j �_ 5 ' Bedroom Dwelling �' y +I ! PROPOSED VENT -
91 2N Fe ' l L TOP EL -20 8+ X.� in XO.o
Bedroom Bedroom I �, '� (O / I f T05 EL- 20.8:t
---- 1 � -�/ ls.o wv BH ( 2s,ax O
P1J-�N VIEW _r; F 11 U �D,� . _�_ i, �3s 1 Q
i 5tairi i`
-- - 1 Roof - (O 1 1 of \,
5CALE: I " = 10' zo2 x 30.9
S ECO N D F LOOK IIIr.•tdr-teee777 =' • ����((( v.a � .� Paved DrrvewaY
4 19.1 N � ` ' � � [r �'" f-_ 6 C
27.9x
17.E / I
X 20.8 AUG - F 2011
�M yb Vl
a ,
,7
1 ONE (1) COVER TO BE BUILT UP
TO WITHIN G• OF FINISH GRADE
INSPECiION NOTE:
PROPOSED 40ML HDPE LINER PRIOR TO FINAL INSPECTION BY THE ENGINEER, SY5TEM
1` , \� ,�, NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS.
FROM EL -22.50 TO Moo 18.50
LENGTH OF LINER -7G'±`
SEE NOTE#22 '�, 1`; ,`', SOIL VERIFICATION - (PASSIVE
T)PY5ENT PIPE
AIR!
. (PASSIVE VENT) BY SWEET AIR \
FLOW PROFILE• VENT SEE NOTE 17
[TWO (2) 18' DIAMETER CONCRETE COVERS
-
RAISED TO
NOT TO SCALE - - 30' DIA POLY -LOCK COVERS ` ( WITHIN FINISH GRADE
NOTE #5) 7
THREE (3) 18° DIAMETER CONCRETE COVERS TO FINISH GF `
RAISED TO WITHIN G• OF FINISH (GREEN)
GRADE (OR AS NOTED)
TOP OF FOUNDATION (SEE NOTE #5)
H-10
1,500 GALLON
SEPTIC TANK
1,500 GALLON
PUMP CHAMBER
DB_3
Longe9t Run
< 9' Proposed
0' Min - 3G" Max
21 LAYER OF 1/8"- 1/215TONE -
inj{�i - 3/4°- 1-105TONE
i
U5E THREE (3) SHOREY PRECA517
500 GALLON LEACH CHAMBERS
WITH 4' OF STONE AROUND - - EL=1 G.3± SILT LOAM TP # 1
(END VIEW) 3 !Z _ EL -12.7± HIGH GROUNDWATER
LEACHING CHAMBER +1 -
33.5' x 25.0 x 2.17 j Q - EL= I I .G± OBSERVED GROUNDWATER 04/03/2019
01 20 40 GO
SCALE 1"=20'
GAWobslEllm-Ice - 8702 - 36 Wharf Lane Yarmouthpoi LWwg0702. 5D5 PLAN FIELD ROTATED REV. 5-13-19.dwg
RECEIVED
SEI' 11 2p1�
TMVN CLERK
SOUTH YARMOUTH, MA
Utility "th.
/
x 25.2 f !
OLD K!NG'S VU I r1 A
H �HVJAY
Pole
-
#42 , j .........
,, i .......
2y � %175.90'
-31312
24.9-
koro
c<
�
x 29.9 -
f hKlJli.) 1 I
r
Y
,7
1 ONE (1) COVER TO BE BUILT UP
TO WITHIN G• OF FINISH GRADE
INSPECiION NOTE:
PROPOSED 40ML HDPE LINER PRIOR TO FINAL INSPECTION BY THE ENGINEER, SY5TEM
1` , \� ,�, NEEDS TO BE COMPLETE INCLUDING BUILDUP FOR COVERS.
FROM EL -22.50 TO Moo 18.50
LENGTH OF LINER -7G'±`
SEE NOTE#22 '�, 1`; ,`', SOIL VERIFICATION - (PASSIVE
T)PY5ENT PIPE
AIR!
. (PASSIVE VENT) BY SWEET AIR \
FLOW PROFILE• VENT SEE NOTE 17
[TWO (2) 18' DIAMETER CONCRETE COVERS
-
RAISED TO
NOT TO SCALE - - 30' DIA POLY -LOCK COVERS ` ( WITHIN FINISH GRADE
NOTE #5) 7
THREE (3) 18° DIAMETER CONCRETE COVERS TO FINISH GF `
RAISED TO WITHIN G• OF FINISH (GREEN)
GRADE (OR AS NOTED)
TOP OF FOUNDATION (SEE NOTE #5)
H-10
1,500 GALLON
SEPTIC TANK
1,500 GALLON
PUMP CHAMBER
DB_3
Longe9t Run
< 9' Proposed
0' Min - 3G" Max
21 LAYER OF 1/8"- 1/215TONE -
inj{�i - 3/4°- 1-105TONE
i
U5E THREE (3) SHOREY PRECA517
500 GALLON LEACH CHAMBERS
WITH 4' OF STONE AROUND - - EL=1 G.3± SILT LOAM TP # 1
(END VIEW) 3 !Z _ EL -12.7± HIGH GROUNDWATER
LEACHING CHAMBER +1 -
33.5' x 25.0 x 2.17 j Q - EL= I I .G± OBSERVED GROUNDWATER 04/03/2019
01 20 40 GO
SCALE 1"=20'
GAWobslEllm-Ice - 8702 - 36 Wharf Lane Yarmouthpoi LWwg0702. 5D5 PLAN FIELD ROTATED REV. 5-13-19.dwg
RECEIVED
SEI' 11 2p1�
TMVN CLERK
SOUTH YARMOUTH, MA