HomeMy WebLinkAboutEngineered Plans - 201998 - EXISTING CONTOUR
x 100.98 EXISTING SPOT GRADE
o N—W—EXISTING
WATER SERVICE
9EXISTING
GAS SERVICE
dH.
b6L— OVERHEAD WIRES
0CUSTEST
PIT
Awl
BENCHMARK
old Cedor ULEGENDGreosome
Rd PP
_ Pa
Whites Path
LOCUS MAP
NOT TO SCALE
S 16'30'30" W S 16'30'30" W•
41.33' 67.69' `---- -- 10G
MAP ID: 118-035
LOT 50
30,000 ±S.F.
__.. 100
06
00
0
x 106.75
o Z
and .
107.93 U O
cJ. O
10935+ 310.37 �9 CO
a
o
to + + TP -2
p 110.79..
9•S,l�'�'L•
Q
u) 110.82 f {"'P /ENT STAKE
+ 1°5.15
N
FND.
n
O I_# /1
EXISTING CESSPOOL
tp;
109.3 11142'
(PER RECORD AS -BUILT)
7
TO BE PUMPED, FILLED
oeo v�%L f
EXISTING CESSPOOL
(PER RECORD AS—BUILT)
W/SAND & ABANDONED
111.24 +
+
OR REMOVED.
11.31 ey Il 105.14
TO BE PUMPED, FILLED
W/SAND & ABANDONED
O•.` -ii )i �.
OR REMOVED.
+
PROPOSED SEPTIC TANK
110.42 108.98..
25'
p 10904x. DECK C6.35
a
59740
PROPOSED SEWER CONNECTION
6'.
EXISTING INV.=106.38
109.68 + 109.11 x
EXISTING
EXISTING CESSPOOL
04.66 ''
+'0973109.74 HOUSE(J61)
(PER RECORD AS—BUILT)
•
T.O.F.=1f0.Ot'",. iozsz TP -.1
TO BE PUMPEDD,,FILLED
W�SAND &ABANDONED
Permit valid for REPAIR t7F SEIYt11C S%``I
1 hONL102
PORCH" •
OR REMOVED.
due and L.lual �Ctatl c. va 140
10 14 102+51
64.1 9.47 GARAGE
foi><,.
ABUTTER SHALL BE NOTIFIED AND
Boarb,
Board of iteaaPth revfiew malt :ap.prrtsv at 1� eoyuttrl
it rme
los 9s + = 1.29
PERMISSION GRANTED TO F`/LL OR
any tlature addit¢aanslr eewuv:atio... +�c�atiols
to + 1079 u
REMOVE.
SCANa�,E t1i(6litdCS and%Oi 9tP 1DCCt1Yln tfwClift
'•.a� 107 } ti� �• 102
4
&AC Id18i4Atb �tCRIfP ^ell ie9nVv: [Ot
x 108.54 •"O
. �. ,; 105 '°° '
BENCHMARK
a �)' �,
A,P0101.81
+ 10578 +. 44
10G ¢
OUTSIDE CORNER
CONCRETE APRON
ry
�pq tio''
EL. =102.33
hamn
9996
104.38 .
n Ioo.es p
x ,O
E
�. Date
109.00' •' 10022TAKE
TACK FND.
. __..
_
N 16'59'50"..E
99.83
inn
9975 edge Of pavement 99.63 99.63
99.66 COOT 2 3 2019
i
CRANBERRY LANE
EAL,H DEPT
PLAN REFERENCES: 1) AS -BUILT
PLOT PLAN, By S.E.E. Con.,
35 Route
134, So. Dennis, MA 02660, Dated 8/21/2001
OF y,4S•S9e
2) PLAN BK 120 - PG 119
�(
PROPOSED SEPTIC
SYSTEM UPGRADE PLAN
PETER T.
Mc
a
61 CRANBERRY LANE YARMOUTH PORT, MA
CIVIL PLAN
PLAN REVISION 10/24119 —
'
No. 35109 1) CORRECTION
TO PROFILE S.A.S. INVERT Prepared for: James Mangan,
28 Sturgis Lane, Barnstable, MA 02630
Rf 6IS1ERy�\\�F�
Engineering by:
SCALE DRAWN JOB. NO.
E
OWNER OF RECORD Engineering Works, Inc.
9 9
1"=30' P.T.M. 239-19
MANGAN, JAMES F It
28 STURGIS 12 West Crossfield Road, Forestdole,
MA 02644 DATESHEET
BARNST 8 ELMA 02640 (508) 477-5313
10/2/19 P.T.M. 1of 2
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL 104.33
FOR A DISTANCE OF 15' AROUND THE
SEPTIC TANK PROPOSED D -BOX PERIMETER OF THE SAS.
INSTALL RISERS & COVERS OVER INLET &
OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & COVER PROPOSED S.A.S.
SET TO 6' OF GRADE INSTALL INSPECTION PORT OVER ONEH ROW( IN.)
T.O.F.=110.0±
CHVENT
ARCOALF.G.
F.G. EL.=107.7± F.G. EL. -106.2 TO 108.0±
EL.=106.5± F.G. EL=106.5± CONNECT
MAINTAIN 2S RADE MIN. OVER SAS. ALL ROWS
L, = 11' L m 3-L INSPECTION
- 9' PORT
O Sm1% (MIN.) - O Sm1R (MIN.) O S=19, (MIN.)
4^SCH40 PVC
4"SCH40 PVC 45CH40 PVC
0"
14 TO
INV. -106.1 I
48^ UQ= NVER I I
LEVEL 3 ROWS OF 7 UNITS AT 6.25'/UNIT - 43.8'
SLE INV. -104.27 PROPOSE D INV. -104.10 103.9
�
INV.=105.90 INV. 103.92
3 OUTLETS SOIL ABSORPTION SYSTEM (PROFILEI
INSTALL
PROPOSED SEPTIC TANK INLET TEE
ESTABLISH VEGETATIVE COVER
CONNECT TO EXISTING SUITABLE SEWER PIPE
CLEAN NATIVE OR
BACKAT
EXISITNG CLEANOUT, INV.=106.38± verif PERC SAILL T
ERC SANDD TO TOP OF CHAMBERS
NOTES: BREAKOUT -TOP C�.; .',:_:.':`. :..,-. ;'::r a'',c '• .....:.y".
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP ELkV.-1Q4.3z
INVERTS, PRIOR TO INSTALLATION. INV U3 9
2) SEPTIC TANK & D -BOX SHALL BE SET LEVEL AND BOTTOM ELEV.=103.00
TRUE TO GRADE ONON A MECHANICALLY COMPACTED 5' MIN. SEPARATION 283 6 6�
STABLE BASE OR OR SIX INCH AGGREGATE BASE, AS TO GROUNDWATER
SPECIFIED IN 310 CMR 15.221(2). 4' (MIN.) OF NATURALLY EFFECTIVE WIDTH -9.5'
3) INSTALL INLET & OUTLET TEES AS REQUIRED. OCCURRING PERVIOUS SOILS SUITABLE SOILS
4) A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE NO G.W., EL -95.0 r
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. USE 3 ROWS OF 7 -HIGH CAPACITY H-20 INFILTRATOR UNITS
5) THE OWNER IS RESPONSIBLE TO HAVE THE EFFLUENT WITH 6" SEPARATION BETWEEN EACH ROW & NO STONE
FILTER CLEANED ANNUALLY. TWICE PER YEAR IS
TYPICAL SECTION
RECOMMENDED. SEPTIC SYSTEM PROFILE
SOIL LOG
GENERAL NOTES:
DATE: AUGUST 21, 2019
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
SOIL EVALUATOR: PETER ENT PE(SE/1542)
BOARD OF HEALTH AND THE DESIGN ENGINEER.
H
WITNESS: PHIL RENAUD HEALTHAGENT
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
THE CODE, TITLE V, AND ANY APPLICABLE
TP -1 ELEv. TP -2
OF STATE ENVIRONMENTAL
LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW:
ELEv. DEPTH DEPTH
0' 0"
310 CMR 15.405(1)(b):
102.0 A 107.0 A
1) A 2' variance to the 3' maximum cover requirement. for up
LOAMY SAND LOAMY SAND
10YR 4/2 10YR 4/2
to 5' of cover. S.A.S. shall be vented and H-20 Rated.
101.3 8" 100.2 6"
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
B B
LOAMY SAND LOAMY SAND
LOAM
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
10YR 10YR 5/6
DESIGN ENGINEER.
99,0 36 - " 104.5 30"
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
C1 C
MED. SAND
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
PERC
ENGINEER BEFORE CONSTRUCTION CONTINUES.
97.5 2.5Y 6/6 54"
5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM.
C2
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
F -M SAND
2.5Y 6/6
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION,
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
SILT LOAM
8. THERE ARE NO WELLS WITHIN 100' OF THE PROPOSED S.A.S.
2.5Y 5/3
9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
91.0 132" 95.0 144"
AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
PERC RATE <2 MIN/IN. "C" HORIZON
DIRECTED BY THE APPROVING AUTHORITIES.
NO GROUNDWATER ENCOUNTERED
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
000000 00 00
0 0 0 0 0 0 0 0 0 0 0 0 0 0
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
/00000000\ 0 000000000000
0 0 0 0 0 0
28"--I F- 28"---�
Closed End Plate Open End Plate
1- q
DESIGN CRITERIA
NUMBER OF BEDROOMS: 3 BEDROOMS?
j ^ 76„
SOIL TEXTURAL CLASS: CLASS II
�1 75" yl h-34"
DESIGN PERCOLATION RATE: <5 MIN/IN
1'25
DAILY FLOW: 330 GPD
Side View End View
DESIGN FLOW: 330 GPD
GARBAGE GRINDER: NO
HIGH CAPACITY INFILTRATORS, H-20 LOADING
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY
INFILTRATOR CHAMBERS
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF
.74 GPD/SF
N.T.S.
DISTRIBUTION BOX: 1 INLET, 4 OUTLETS (MINIMUM)
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 3 ROWS OF 7. HIGH CAPACITY INFILTRATOR H-20 UNITS. WITH
61 CRANBERRY LANE YARMOUTH PORT, MA
NO STONE. SPACED 6* BETWEEN ROWS, FOR A 9.5' x 43.8' BED
SIDEWALL AREA: NOT APPLICABLE
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.73 SF/LF)
Prepared for: James Mangan, 28 Sturgis Lane, Barnstable, MA 02630
Engineering by:
SCALE
DRAWN
JOB. NO.
(INFILTRATORS) 21 UNITS x 6.25 LF x 4.73 SF/LF = 620.81 SF
Engineering Works, Inc.
N.T.S.
P.T.M.
239-19
DESIGN FLOW PROVIDED: 0.74 GPD/SF(620.81 SF) = 459.4 GPD
DATE
CHECKED
SHEET NO.
12 West Crossfield Road, Forestdole, MA 02644
NOMINAL BED AREA: 9.5' x 43.8' = 416.1 SF (400 SF REO -D)
(508) 477-5313
10/2/19
P.T.M.
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