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SOIL TEST
PIT DATA:
TEST PIT
GRD. EL. 24.4'
GW. EL. NONE
0'
FILL
Bw
EL 21.5'
66"
C
EL 13.4'
MARCH 8, 2000F�
INDICATES
UNSUITABLE
MATERIAL
INDICATES
-V_ - OBSERVED
GROUND WATER
INDICATES
V_ ESTIMATED
SEASONAL HIGH
GROUND WATER
TEST
SOIL CLASS:
1
L.T.A.R.
0.74 G.P.D./SQ.FT.
DATUM:
VERTICAL DATUM: N.G. V.D.
BENCH MARK USED: (RM-14) 11.89 CHISELED SQUARE ON CONCRETE HEADWALL
BENCH MARK SET: STAKE &NAIL SET ELEVATION 21.0'
PROFILE: NOT TO SCALE
EL= 25.1' FIRST PIPE LENGTH
TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL
EL= 24.6' 6" OF FINISHED GRADE. FOR MIN. 2'
FINISH GRADE
r= EL.= 24.3'
2" MIN.
4" PVC (PERF)
�-- 4" PVC//�`� LEACHING CHAMBER
�'- SCH 40 4' PVC SCH 40sfq
SEPTIC TANK DETAIL: 1,500 GALLON
NOT TO SCALE
NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON,
REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN -PLACE CONCRETE.
2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER.
UNLESS UNDER PAVEMENT, DRIVES OR 6. RECOMMENDED MANUFACTURER-ROTONDO OR
TRAVELED WAYS, WHEREIN H-20 LOADING APPROVED EQUAL.
SHALL APPLY.
3. ALL PIPE CONNECTIONS AND CONCRETE
CONSTRUCTION SHALL BE WATERTIGHT.
TH
o T
° Ii
o°
°° 52" 12'
O
0
SHALL
ALLAPW YS - 0°0Ooo0oo pO o000 00 00 00 0000 0 00 00 °00
•, 15" SHALL APPLY. o 0 o c> o0 0000 °o 00 0 0 00 00 0 00 0
4. FILL ALL UNUSED KNOCKOUTS WI 2-24" DIA C.I. (60# MIN.) MANHOLE COVERS
» r 8^
MORTAR. 2. PROVIDE INLET TEE OR BAFFLE WHERE 36'
BROUGHT TO FINISH GRADE 6- 5,5 OUTLETS SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR
,,, , �.�, PLAN VIEW - LEACHING CHAMBERS
TEE TO BE UNDER
12" MIN- o 0 0 e o o' o+ .o IN PUMPED SYSTEM.
M.H. OPENING COVER 3" J oa T LOAM &SEED DISTURBED AREAS
�/ °�'� '��' �'� ��' ��� �- 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST.
4" BOTTOM ON LEVEL �/
RAISE M.H W� 6" MIN. 3/4" TO BOX TO BE LAID LEVEL.
10'-6" SEWER BRICK rr :� STABLE BASE 1 1 /2" CRUSHED
r r` 4. RECOMMENDED MANUFACTURER-ROTONDO 3' MAX. C PrIPACTED FILL 36" MAXIMUM 12"MINIMUM
do MORTAR CROSS-SECTION STONE BASE
10-0 NORMAL WATER LEVTEL 12"T1 OR APPROVED EQUAL. 0 0 0 0 ° 000 0 0 ° o
i 3" `' NN CTIONS AND CONCRETE o 0 0 0 moo° o o ° 00 0°0 3" LAYER TN
PRECAST SEPTIC TANK 10" 20"
INLET TEE r 4'-9"00
- 5 -2 4'-6" 5'- 4 151 /2 4'-0" MIN. so BENS oNLEACHING
Z = ' LIQUID DEPTH GAS CNiROL) i
V-8" =
N r.
DISTRIBUTION 60X DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE .
NO. OF OUTLETS: S I--- 30.0' -'
FINISHED GRADE 0000000 0 00 °0 00 00 00 00 00 0 000 00 °o
0
REMOVABLE 2" WALLS NOTES: 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
°o PERFORATED 4" PVC PIPE
COVER
•.' �• • 2 1. DIST. BOX TO WITHSTAND H-10 LOADING °
y.•4.. ,�.•4.. ,�.•�....i.•4..•.� PVC BARRIER °
UNLESS UNDER PAVEMENT, DRIVES OR °o I
A WHEREIN H 20 LOADING °
5. ALL PIPE CO E
CONSTRUCTION SHALL BE WATERTIGHT.
O p OO HIGH O 00 O
Op
PEAS 0 E
REMOVE
30.5 24"
Oop Op POLDYETHYLENE Op O
UNSUITABLE
6. FILL ALL UNUSED KNOCKOUTS WITH MORTAR.
EFFEC.
CULTECT 330 O p
MATERIAL FOR
DEPTH
p O
O O p
5' ALL AROUND
Q p O CHAMBER pp
IF APPLICABLE
1STONE
22" - 52" - 22"
ASHED
8'
�c BOTTOM ON LEVEL STABLE BASE 3^ I•--
7 1/2 CROSS-SECTION OF CHAMBER
PLAN VIEW l/
6 MIN. 3/4 TO
1 1 /2" STONE
CROSS-SECTION VIEW
PLAN VIEW
LEGEND
INVERT ELEVATIONS:
TOP OF FOUNDATION
25.1
�
CURRENT OWNER:
WALTER & THERESA DELANEY
4" INVERT AT BUILDING
22.20'
�i
�
CONIFEROUS TREE
TITLE REFERENCE:
DEED BOOK 3747, PAGE 249
4" INVERT AT SEPTIC TANK (IN)
22.10'
a
PLAN REFERENCE:
PLAN BOOK 145, PAGE 41
4" INVERT AT SEPTIC TANK (OUT)
21.85
NOTE:
EXISTING LEACHING AREA/CESSPOOL
a•
DECIDUOUS TREE
4" INVERT AT DIST. BOX (IN)
21.75'
TO BE REMOVED AND AREA FILLED
TC)
UTILITY POLE
ASSESSORS MAP:
PARCEL:
59
84
4" INVERT AT DIST. BOX (OUT)
21.55'
WITH SAND.
-E- ELECTRIC LINE
O
W
wv
o EHH
ELECTRIC HANDHOLE
RESIDENTIAL ZONE. R-40
SETBACKS: FRONT
30'
INVERTS AT LEACHING FACILITY:
2
®GIFT
GAS METER
20'
Q
- G -
GAS LINE
SIDE
REAR
20'
0.
4" INVERT AT BEGINNING
�
GAS GATE
MINIMUM LOT SIZE: 40,000
S.F.
OF LEACHING CHAMBER 21.4'
•
x
WATER GATE
GROUNDWATER OVERLAY DISTRICT: ZONE II
- W-
WATER LINE
_
i�
TEST PIT
ELEVATION AT BOTTOM
11' (10' MIN. OFF J
O19.4'
F LEACHING CHAMBER
PROP. LINE)
'7
J683340..
NO GROUNDWATER
13.4 '
oo, 1a
E
OBSERVED
•
B�'���
� �• +++
"D"BOX
++ + 12.2' °`• DESIGN CRITERIA:
�- nEc!G►�
+ (20' MIN.) 96 psf i
�y ++ TP#1 tl 3 BEDROOMS AT 110 G.P.B./D 330 G.P.D.
1=22.20' 1= 21.85' 1=21.40'
1=21.75' 6" 19.4'
1=22.10' :+ + 0 BULK \ //
:500 HEAD
3 OUTLET 1=21.55' • `� i + GAL ET DIST. BOX 5.0 + +
1500 GALLON `L '`` ` + TANK \ \ / REQUIRED SEPTIC TANK:
SEPTIC TANK .' �
NO OBSERVED GROUNDWATER 1 + \ [ I.P. O / _
6" STONE BASE � + 4" � / � 330 X 200% 660 GAL.
13.4' . LOCATION + + �pVC FIND U.P. P // SEPTIC TANK PROVIDED: = 1500 GAL.
... y, OF EXIST. + �{
SEPTIC UNKNOWN ++
�, LOT #9 A f /
+ �� 15, 210 t S.F. /.
,. \ /'. SIZE OF LEACHING FACILITY REQUIRED:
+ + +d, (0.35t ACRE) /
+ 237 \ / f` DESIGN PERC. RATE: <2 MIN./ INCH
EXISTING
BFOK 3 BEDROOM -' - - LONG TERM APPL. RATE 0r74 G.P.D/S.F.
wp0 DWELLING'` \
#10 Q R PA i I
„ CONCRETE / \
�,! ° PAD ° G �q� 5' (20' M(N.) \
4 /
SIZE OF LEACHING FACILITY PROVIDED:
' 330 GPD 0r74 SF/GPD = 446 S.F.
USE HIGH DENSITY POLYETHYLENE
CONCRETE
PAD / o // LEACHING CHAMBERS 9'x2'x32'
n `� r` I ��,`�' ry //� / SIDEWALL = 2(8'+36') X 2 176
#9M ° �. w �°1 / / BOTTOM = 8 X 36' - 288
`. POOL GAR I 27.2' I / / 460 S.F.
`. / 460 S,F x 0,74 SF/GPD = 340 GPD
VO
AiLCPO LOCUS PLAN•
�, �� � \ / / N❑ SCALE
010
CONCRETE
O� AL L< PAD ELEV.
Q G
WETLAND DELINEATION BY 0-1\ = 21.7'
NORMAN W. HAYES OF ,1li� z\ i �, t 2 4' PARKING
FEBRUARY 22, 2000 it, / / ��` W
THE BSC GROUP, INC AREA
�,� f / L❑GLIB
� a � ,
.„* "W: q ,,• ^` ew\di j ,rF ,.,,,,,, l / \ , HIS'",
Y
,I 153. / Py
�Illz \ BENCHMARK SET.486*22,'10 W\"OF
�HOF #7 h. STAKE & NAIL �� I.P. "r �oa o cyl ��\`� 0
;
+r�T� a�O�G �� t.• \ `` ELEV = 21.0' FND' / f r CR SPIN ti
,
s
CIVIL € t A
/
CRAIO No. 321
FIELD e_, 'A. 00e
PLAN VIEW 0 _ .
- \
SCALE. 1 = 10 FEET '�•:� ,� #6 , 28
FT 3�L 2-/ U
irk `
0 5 10 20 AL
REVISIONS
NO. DATE DESCRIPTION
GENERAL NOTES:
1. THIS PLAN IS FOR DESIGN AND
CONSTRUCTION OF THE SEWAGE
DISPOSAL FACILITY ONLY.
2. ALL CONSTRUCTION METHODS AND
MATERIALS SHALL CONFORM TO MASS.
D.E.P TITLE 5 AND LOCAL BOARD
OF HEALTH REGULATIONS.
3. ALL PIPES LOCATED UNDER PAVEMENT
OR TRAVELED WAY SHALL BE SCHEDULE
40 OR EQUAL.
4. THERE ARE NO KNOWN PRIVATE WELLS
LOCATED WITHIN 150 FT. OF THE
PROPOSED LEACHING FACILITY NOR
ANY KNOWN WELLS PROPOSED WITHIN
150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
ALL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL.
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
10% (MAX) BY WT. SHALL .
PASS No. 50 SIEVE
f10 % OF No. 4 SIEVE SHALL
PASS No. 100
<5 % OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT ®No. 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
THE CONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
AT TEL 1-800-322-4844. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTI
TIES AND SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACTOR SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTILITIES
AND STRUCTURES AS REQUIRED PRIOR
TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNED FOR
THE USE OF A GARBAGE GRINDER.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
- FACILITY._ -�
The BSC Group, Inc.
657 ROUTE 28, (UNIT 6)
WEST YARMOUTH, MA 02673
(508) 778-8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM REPAIR
DESIGN
#237
LONG POND ROAD
YARMOUTH, MA
MAR 2 4 2000
HEALTH i DEPT.
PREPARED FOR:
Mr. JAKE DELANEY
7264 ANTIQUA PLACE
SARASOTA, FL 34231
DATE: MARCH 10, 2000
COMP./DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: K. HEALY
FIELD: P.H. / A.D.
FILE N0. 8157-SEP.DWG
DWG N0. 5201-01
JOB N0. 4-8157.00 SHEET 1 OF 1
is
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