HomeMy WebLinkAboutEngineered Plan - 2005i •
SOIL .TEST PIT DATA: FEBRUARY. 9, 2005 SEPTIC TANK DETAIL. �50o GALLON DISTRIBUTION BOX DETAIL. NOT TO SCALE LEACHING DETAIL: NOT To SCALE
SCALE TO
TEST PIT HIGH GROUNDWATER COMPUTATION � NOT NO. OF OUTLETS cJ � 22.5
-1- BASED ON TP#1 NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE o 0 0 00 0 0 0 000 ,0 0 0 0 0 a 0 0 0 0
GRD. EL. 99.8 REINFORCED CONCRETE. SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE 0° 0 0 0 0 0 0 0 000 0000000 o° 0 0 0 a o 0 0 0 0 0
• TEES TO BE CENTERED UNDER MANHOLE COVER. 2" WALLS o c
90.2 DEPTH TO BOTTOM OF HOLE 12.0 2. SEPTIC TANK TO WITHSTAND H-10 LOADING REMOVABLE NOTES:
EST. HIGH GW. ,
DATE. INDEX WELL MIW-29 UNLESS UNDER PAVEMENT, DRIVES OR COVER �+ o I OBS. PORT o°
A 2/9/05 LOT SPLITS A AND B ZONE UNE TRAVELED WAYS, WHEREIN H-20 LOADING , -� 1. DIST. BOX TO WITHSTAND H-10 LOADING ® 00 50" 12'
LOAMY SAND SHALL APPLY. PW e o 3 UNITS HIGH DENSITY 0
.v�•v.•+.a:•v. v v....,:•a. •� 2 UNLESS UNDER PAVEMENT, DRIVES OR 4" PVC o
1OYR 3 3 8" TEST BY: 3. ALL PIPE CONNECTIONS AND CONCRETE » T TRAVELED WAYS WHEREIN H-20 LOADING PIPE 0° POLYETHYLENE INFILTRATOR 3050 0 1
2-24 DIA CONCRETE MANHOLES 0°00 0 0 00 0 0 0 0 0 0 0 0 0 0 o°
THE BSC GROUP, INC. WATER LEVEL RANGE ZONE A CONSTRUCTION SHALL BE WATERTIGHT. `t' SHALL APPLY. 0 0 0 0 __0000000000000000000000000 o a o 0
I W METAL HANDLES BROUGHT
LOAMY SAND WITNESS CURRENT DEPTHOINDEX WELL(12/04) 8.6 4. FILL ALL UNUSED KNOCKOUTS WITH FTO 8" OF FINISH GRADE T 15
1OYR 5/6 ED BY: WATER LEVEL ADJUSTMENT
24" AMY VON HONE 1=�- MORTAR. T, OPENING TO BE DER 12" MIN. 6" 5CO R,5" OUTLETS 8" l 2 SLOPE OF INLET PPE E LEOR EDS 0.08 WHERE ./FT OR F» 25'
EL = 97.8 PERC. RATE: WATER LEVEL RANGE ZONE B �. PLAN VIEW - LEACHING CHAMBERS
•� » . . 'o ' oo 'e eo a e,� vea �-. IN PUMPED SYSTEM.
CURRENT DEPTHUNDEX WELL(12/04) 8.6 3 1°� �°'�b° 2» 3. FIRST TWO FEET OF PIPE OUT OF DIST.
-MIN./INCH WATER LEVEL ADJUSTMENT 2.9 4" BOTTOM ON LEVEL LOAM dt SE
RAISE M.H W/ ED DISTURBED AREAS
SOIL EVALUATOR 10'-6" SEWER BRICK 6" MIN. 3/4" TO BOX TO BE LAID LEVEL.
42" CRAIG FIELD AVERAGE ADJUSTED WATER LEVEL 2.4 10'-0" do MORTAR STABLE BASE 1 1/2" CRUSHED
CROSS-SECTION 4. ALL PIPE CONNECTIONS AND CONCRETE
DEPTH TO ADJUSTED HIGH WATER 9.6 NORMAL WATER LEVEL 12 STONE BASE CONSTRUCTION SHALL BE WATERTIGHT. 3' MAX. COMPACTED FILL 36" MAXIMUM 12"MINIM M
SOIL CLASS: �. 3» o°0 0 0°0,0° °o°ooao0 0° ° 3" LAYER
115" 1 PRECAST SEPTIC TANK 7 .. 10" 14"
e INLET TEE � 5'-1"
INDICATES INDICATES _ _ _ • - -
L.T.A.R. PERC. ® ESTIMATED
MEDIUM SAND 0.74 G.P.D./SQ.FT. TEST SEASONAL HIGH - _ _ 5'-2", "4'-gz 4'-0" MIN. sg y 5�-$" 15 1/2»
2.5Y 6/6 GROUND WATER 5 -8 LIQUID DEPTH (G" oac,�
NO G. WATER INDICATES INDICATES
UNSUITABLE _ V OBSERVED
EL - 87 8
'144"MATERIAL -.:: a :;:::.:-: a.•: •,•� :_.a
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. T 0 PEASTONE
30 1 0§ CD fClDENS TY 0 0 ° O
24" LYETHYLENE 0 p
EFFEC. W TRATOR 3050 ° 0 0
10
DE4pLEACHING
MBER ° p°
�'o
3/4" - 1 1/2-
47" 50" 47" WASHED STONE
• GROUND WATER L 12'
gs�'Oa BOTTOM ON LEVEL STABLE BASE � a 3" L` �
PLAN MEW �'���'
s MIN. 3/4 TO CROSS-SECTION VIEW
1 1/2" STONE PLAN VIEW CROSS-SECTION OF CHAMBER
DATUM:
•
VERTICAL DATUM: ASSUMED
}
DESIGN CRITERIA:
XAAAA DESIGN FLOW:
BENCH MARK SET: TOP OF FOUNDATION=101.44 � �'' OF
3 BEDROOMS AT 110 G.P.B. D 330 G.P.
D.
• CRAIG A.
PROFILE. NOT TO SCALE N/F N/F 8 No.FIELD
38039EL-
KENNETH W. GABRIEL DENNIS L. LYNCH REQUIRED SEPTIC TANK:
TOP A ASSESSORS MAP 40 660 GAL.
TOP FOUNDATION FIRST PIPE LENGTH ASSESSORS MAP 40 33O X 200% -
CONCRETE COVERS TO WITHIN TO BE SET LEVEL PARCEL 40 talo -
PARCEL 31 SEPTIC TANK PROVIDED: = 1500 GAL.
/EL -X 6" OF FINISHED GRADE. FOR MIN. 2' FINISH GRADE
" EL=X •�
4 PVC SCH 40 �� r0�
r S" PV40
$I SIZE -0F LEACHING FACILITY REQUIRED:
4" P LEACHING CHAMBER
DESIGN PERC. RATE: <2 MIN./ INCH
\_LmEB I=D
I=G LONG TERM APPL. RATE 0,74 G.P.D/S.F.
=i I=E
=C
5 OUTLET H i .. 104.92' S4445'10"W ,.
e : " DIST. BOX I= F ,
SEPTIC TANK. 5.3 SEPARATION � -0 0----0 0 o I i 330 GPD '�' 074 GPD/SF = 446 S.F.
STOCKADE FENCE boo - _ POST AND RAIL FENCE
EST. HIGH GROUNDWATER SIZE OF LEACHING FACILITY PROVIDED.
J 99 r
•s 24.1' USE HIGH DENSITY POh, ETHYLENE
� / 28.8--__._ ,
LEACHING CHAMBERS(4 UNITS) 12 X2 X25
INVERT ELEVATIONS: � �
o BITUMINOUS
'SIDEWALL 2(12'+251) X 2' = 148
N I DRIVEWAY ` BOTTOM = 12' X 25' = 300
TOP OF FOUNDATION 101.44 A 448S.F.
4„ INVERT AT BUILDING 99.19 B L
12.5
(� 608 S,F x 0.74 GPD/SF=331GPD
I
4" .INVERT AT SEPTIC TANK //IN 98.25 C
4" INVERT AT SEPTIC TANK (OUT) 98.00 D I IQ9
4" INVERT AT DIST. BOX (IN) 97.80 E i s
4" INVERT AT DIST. BOX OUT 97.63 F 29.2'
(OUT) 21.s'
12.6' \ co
j
J
INVERTS AT LEACHING FACILITY: 4.8 6.2' v_\
12.6 STOOP EXISTING ® W LOCUS INF0RMATION
4" INVERT AT BEGINNINGco N PROP OOM
(10'MIN) ONEESTORY \ z
OF LEACHING CHAMBER 97.5 G SHED GALLON PROPOSED
T NK STOOP WOOD FRAME STOOP 'off N 11 ® o CURRENT OWNER: ARTHUR A. JAMES
N/F co ELEVATION AT BOTTOM PASQUALE GUARINO ALL EXISTING SEPTIC TOFU 101SE #44 \ N �` v TITLE REFERENCE: BOOK 9032, PAGE 223
ASSESSORS MAP 40 COMPONENTS TO BE r-��. INV=99.19 cq n
OF LEACHING CHAMBER 95.5 H N --
PARCEL 32 N PUMPED, FILLED AND L» x`10. w bj a PLAN REFERENCE: BOOK 149, PAGE 95
ADJUSTED REMOVED FROM SITE -BOX
GROUNDWATER 90.2 00 SMH W W--__. W .....1 ASSESSORS MAP: 40
17.1'CRAWL W �� O PARCEL: 39
�`` \
NO OBSERVED GROUNDWATER m 99 , SPACE LAMP
BOTTOM OF HOLE 87.8 •0 t GAS 3 z ZONING DISTRICT- R-25
z' ETER v SETBACKS: FRONT 30'
Z '� SIDE 15
- 0 + H REAR 20'
Q
.(/)(-)0
o �o I MIN 24.2' ELECTIC ,--� {
MINIMUM LOT SIZE: 25,000 S.F.
VARIANCES REQUESTED: wo��z o �� OAK METER /
° ` EXISTING LOT AREA: 9,507tS.F.
`'Q�Ir� j I .� z \
w rn PROPOSED G ONyy / \ OVERLAY DISTRICT: NOT IN A ZONE it
NONE mo>��c 0 `� 12'X25' ` Q
o o►Q w 1 1 S.A.S. N/F Gy - FEMA FLOOD ZONE "C" AS SHOWN ON
a m z t ARTHUR A. JAMES G w a ZONE DISTRICT: PANEL #250015 0005 D
N Q jri + ASSESSORS MAP 40 N O DATED JULY 2, 1992
16.2' - -�-� PARCEL 39co
CD
FLOOR PLAN: 9,5o7tS.F. ,00sco
ON
m
a 9y� C
"w I ROCU S PLAN: NO SCALE
E STOCKADE FENCE 13 13 oyw
POST AND RAIL FENCE
FAMILY 104.88' N45'13'50"E UPL
CD ROOM
N
IF
a I RD
z I ND
MOF
N/F ®�`� ♦ Q
o
BED N/F RAVVA LLC i DAVID J. z 2
#3 BATH JOHN F. RYAN ASSESSORS MAP 40 CIVIL
CRI
SPIN
KITCHEN ASSESSORS MAP 40 PARCEL 38 32112 z C
PARCEL 33 95 f N,�� cn DIT
CL HALL G�, o o 004
LOCUS c,
4 g
o DINING ' rn O
LU
BED BED ROOM ���g
#2 #' Roots goo PLAN VIEW
0
SCALE: 1' 10 FEET ; 28
o
N
n[E@EEI
0 5 10 20 FT.
ELf
EB C
_ 4�EALTH IEP`.
i
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 ALL EXCAVATED MATERIAL WITH
CLEAN GRANULAR SAND, FREE FROM ORGANIC
MATERIAL AND DELETERIOUS SUBSTANCES.
MIXTURES AND LAYERS OF DIFFERENT CLASSES
OF SOIL SHALL NOT BE USED. THE FILL SHALL
NOT CONTAIN ANY MATERIAL LARGER THAN
TWO INCHES. A SIEVE ANALYSIS, USING A #4
SIEVE, SHALL BE PERFORMED ON A
REPRESENTATIVE SAMPLE OF FILL. UP TO 45%
BY WEIGHT OF THE FILL SAMPLE MAY BE
RETAINED ON THE #4 SIEVE. SIEVE ANALYSES
ALSO SHALL BE PERFORMED ON THE FRACTION
OF FILL SAMPLE PASSING THE #4 SIEVE, SUCH
ANALYSES MUST DEMONSTRATE THAT THE
MATERIAL MEETS EACH OF THE FOLLOWING
SPECIFICATIONS:
100 % MUST PASS #4 SIEVE
(4.75 mm EFFECTIVE PARTICLE SIZE)
10%-100 % MUST PASS #50 SIEVE
(0.30 mm EFFECTIVE PARTICLE SIZE)
0%20 % MUST PASS #100 SIEVE
(0.15 mm EFFECTIVE PARTICLE SIZE)
0%-5% MUST PASS #200 SIEVE
(0.075 mm EFFECTIVE PARTICLE SIZE)
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 UTIUTY
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 1-888-344-7233. THE
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
UTILITIES 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.
9. EXITING INVERTS ARE TO BE CHECKED BY
THE CONTRACTOR PRIOR TO CONSTRUCTION
10. THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
;N .' rBSC GPOUP
657 Main Street, (RT. 28) Unit 6
W. Yarmouth Massachusetts
02673
508 778 5919
PROJECT TITLE: 0(,Ij
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM REPAIR
;11
CANDLEWOOD LANE
W. YARMOUTH
MASSACHUSETTS
PREPARED FOR:
RICHARD CAPEN
CAPEWIDE ENTERPRISES, LLC
P.O. BOX 763
CENTERVILLE
MASSACHUSETTS
(508) 428-4028
DATE: FEBRUARY 11, 2005
COMP. DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: P. HAGIST
FIELD: D. GAZZOLO / J. McCARTIN
FILE N0. 8792-SEP.DWG
IDWG NO. 5600-01
SHEET 1 OF 1
JOB N0.4-8792.00