HomeMy WebLinkAboutEngineered Plan - Rev. 2005 - SEE FILE' TEST
PIT DATA.
SEPTIC TANK _DETAIL.
1,-50-0
.L._. --N-OT TO _SCALE
ON SOX DETA.
.-LEACH.I N.G ---DE
A{ L: NOT TO 'SCALE
NOVEMBER 8, 2004
NOT TO SCALE
NO. OF OUTLETS 5
i
22.5
'
TEST -PIT
NOTES: 1. SEPTIC TANK SHALL BE STEEL
5. INLET AND OUTLET TEES TO BE CAST IRON
FINISHED GRADE
o0 0 000 0
0 0000000000000.0
0 0 0 0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 0 0 0 0
o 0 o 0
0 0 00
GRD. EL.
88 1
REINFORCED CONCRETE.
SCHED. 40 PVC OR CAST -IN-PLACE CONCRETE.
TEES TO BE CENTERED UNDER MANHOLE COVER.
REMOVABLE
2" WALLS
c0
0
00
to
Too
EST.
HIGH GW.
78.3
2. SEPTIC TANK TO WITHSTAND H-10 LOADING
COVER
NOTES:
0
' OBS 3 UNITS
o
UNLESS UNDER PAVEMENT, DRIVES OR 2" PVC ��� o .... ! O 07 50 12
yr.ti•• q, q .,q;,y,. ,,v ,, 1. DIST. -BOX TO WITHSTAND H-10 LOADING TPIPE - . HIGH DENSITY - 0
TRAVELED WAYS, WHEREIN W-20 LOADING �
SHALL APPLY. UNLESS UNDER PAVEMENT DRIVES OR 4 PVC 00 POLYETHYLENE INFILTRATOR 3050 °
9" HIGH GROUNDWATER COMPUTATION 3. ALL PIPE CONNECTIONS AND CONCRETE " T TRAVELED WAYS WHEREIN H 20 LOADING °o 0 0 0 0 x 0 0 0 0 0 0 0 0 0 0 0° 0 0 0 0 0 0°
J CONSTRUCTION SHALL BE WATERTIGHT. 2-24 DIA CONCRETE MANHOLES 0 00 0 0 00 °o °o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
BASED ON TP#l) W/ METAL HANDLES BROUGHT s 15" SHALL APPLY.
#� .4. _-F-ILL-ALL UNUSED -.KNOCKOUTS --WITH -TO -6" -{)F -FINISH -GRADE � � -
8 2. PROVIDE INLET TEE OR BAFFLE WHERE
" DEPTH TO BOTTOM OF HOLE 12.0' MORTAR. TEE TO BE UNDER 12" MIN 6" 5,5" OUTLETS : 27
2`I M.H. OPENING COVER SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR PLAN VIEW LEACHING CHAMBERS
INDEX WELL MIW-29 l s "�"o 'r o 'o ' o 0 0 1 o T IN PUMPED SYSTEM.
WATER LEVEL RANGE ZONE A i 3" '�°' 6 e e ° �c �,�c " J
33 f �' '°�'�' ' �'°c 'a°'a�' �'�' I- -2 -3:-FIRST TWO-FEET-OF--PIPE--OUT-OF-DIST. LOiAM & SEED DISTURBED AREAS
CURRENT DEPTHOINDEX WELL(10/04) 9.0 RAISE M.H W 4" BOTTOM ON LEVEL " " TO BE LAID LEVEL.
WATER LEVEL ADJUSTMENT 2.2 10'-6" '� STABLE BASE 6 MIN. 3 4 TO BOX
SEWER BRICK ` a - 1 ONE CRUSHED 4. ALL PIPE CONNECTIONS AND CONCRETE 3 MAX. COMPACTED F{LL 36 MAXIMUM 12 MINIM M
DEPTH TO ADJUSTED HIGH WATER 9.8' 10'-0" &MORTAR 12„ � CROSS-SECTION STONE BASE CONSTRUCTION SHALL BE WATERTIGHT. " 12"
NORMAL WATER LEVEL o. o o.. o C. o_ 'POO o.. 0 0 0 e
0 0° 000 0 0 0 00 o 0/ -3" LAYER
ff T�� 3" p NOCKOUTS WITH MORTAR ° <
108 PRECAST SEPTIC TANK ` 10" 14
e INLET TEE :S 5'-1"
-(D 4'-6-
_ _ 15 1/2"
118" Z = = UQUID DEPTH ... oun�DEE
126" 5'-8" = (cns coNrna)
LII-
N
-INDICATES - -
�.•�: . v- a e-: �.•;
U. FILL ALL UNUSED K � PEASTONE
THIGH 000 O
30" 24" O 0 00 POLYETHYLENE 00 OO
EFFEC. bo 0 JNFILTRATOR -3050 _ 0...0 -0
DEPTH 0 LEACHING 0 CHAMBER 00
00
3/4" - 1 1/2-
47" i 50 47" WASHED STONE
EL = 76.1 144 �_ ESTIMATED
SEASONAL HIGH a BOTTOM ON LEVEL STABLE BASE Q L:�3" I-- --�
DATE: GROUND WATER PLAN VIEW . " ar� 7 1 /2
6 MIN. 3/4 TO=-////--//A-W/•CRO S --SECTION --OF -CHAMBER
• N-OVEMBER 8, X004 1 1/2" STONE CROSS-SECTION VIEW PLAN -VIEW -�
INDICATES
TEST BY:
THE BSC GROUP, INC.
WITNESSED BY:
DAVE FLAHERTY
PERC. RATE:
-MIN./INCH
SOIL EVALUATOR
CRAIG FIELD
SOIL CLASS:
1
T•
_L.T.A.R.
0.74 G.P.D./SQ.FT.
-DATUM:
VERTICAL DATUM: ASSUMED
BENCH MARK SET: TOP OF FOUNDATION 90.85'
PROFILE: NOT TO SCALE
EL.= A
/TOP -FOUNDATION CONCRETE COVERS TO -WITHIN
EL= 89.0 6" OF FINISHED GRADE.
7,
L4 A=u
e. I=C i -E
5 OUTLELI=F
_rte:
SEPTIC LANK DIST. BOX
INVERT ELEVATIONS:
-_ OBSERVED
GROUND WATER
INDICATES
TEST j �e �
TM
INDICATES
CRAIG
® UNSUITABLE FEILD
MATERIAL No.38039
LAND
t/G
i_
t
IDESIGN CRITERIA:
DESIGN FLOW:
3 BEDROOMS AT 110 G.P.B./D 330 G.P.D.
REQUIRED SEPTIC TANK:
330 X 200% = 660 GAL.
SEPTIC TANK -PR-OVIDE-D: -= 1.500 -GAL.
I
SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL. RATE 0.74 G.P.D/S.F.
330 GPD _ .0,74 GPD/SF = 446 S.F.
_ \
]SIZE OF LEACHING FACILITY PROVIDED:
CB/DH P Q - TY POLYETHYLENE
FIRST PIPE LENGTH FN U
- _ USE HIGH DENSITY
- _ - _N/f � -LEACHING-GHAMBE-RSCS-UNITS> 12'X2'27'
TO BE SET LEVEL O \ I
FOR MIN. 2' ANDREW MITSIS�
FINISH GRADE ASSESSORS MAP 58 SIDEWALL = 2(12'+27') X 2' = 156
EL.=88.7-88.3 PARCEL 28
4" PVC SCH 40 _ BOTTOM = 12' X 27' = 324
480S,F.
LEACHING CHAMBER
AND REMOV'E6
% EXISTING �F 480 S,F x 0,74 GPD/SF =' 355 GPD
.CESSPOOLS PO PROPOSED
H FROM • O�t1 OG� / 12'x27�RES. /- >o ` -�
5' SEPARATION I PROPOSED
12'x27' S.A.S. ��;5$ EXISTING
J LIMITS OF UNSUITABLE MATERIAL 1 CESS POOLS S / S�
EST. HIGH GROUNDWATER 00
00
♦ r. D BOX
(PROP. 1500GA
TEST
l HOLE ✓ � SEP... I ANK - \
TOP OF FOUNDATION 90.85 A l z
�� I + ♦/ GAS BITUMINOUS
SHED
o.
4 INVERT AT BUILDING 87.85 B METER Ano DRIVEWAY
4"
-INVERT AT SEPTIC TANK (IN) $6:65 C CB/DH SHED- - - ` �oG�'-
4" INVERT AT SEPTIC TANK OUT 86.40 D HELD i2 0yF10 \\
4" INVERT AT DIST. BOX (IN) 86.34 E
. , 9 .HELD \
\ � AUL-KHEAD- 1 .STORY �
4" INVERT AT DIST. BOX (OUT) 86.17 F i /
f M WOOD FRAME; ` rn
I co J \ HOUSE #321 N
I \ TOF=90.85 i N F II
W DONNA RAMIREZ
1
INVERTS AT LEACHING -FACILITY:- c� Cy POOL _ - -INV=87:85 STO
ASSESSORS MAP 58
PARCEL
I®I - ��.
4" INVERT AT BEGINNING 9,277±S.F. (o�
-OF LEACHING -CHAMBER 86.1 -G -BREAKOUT -86.6 �
-/
ti
ELEVATION AT BOTTOM o •��,. ��� /;�'g'1• 3 , ; �
84.1
��
�G
.OF LEACHING CHAMBER H /-
TOP OF UNSUITABLE
MATERIAL 79.1 J �, •c3: / /
ADJUSTED
GROUNDWATER 78.3 ! N/F o
DAVID C. MILVILLE JR. •p0 �/ /
NO OBSERVED GROUNDWATER _ _'�_
E 76.1 I ASSESSORS MAP 49
BOTTOM OF HOLE PARCEL 93.1
d
VARIANCES REQUESTED: 1-- o
Y
G
Nco.
c DAVID J. CB/BROKEN
N ., ,: < $ CRISPIN 'N ► FND -BATH NONE - -KITCHEN
-c►vlL BEDROOM
o No. 32112
a I
w a }
VE
_/
J ,
�• L A N V.. -BEDROOM -BEDROOM
SCALE: 1' = 20 FEET
FIRST FLOOR INTERIOR SKETCH
tn
co 1 0 10 20 40 FT, NOT TO SCALE
a
-LO-CU-S -INFORMATION
CURRENT OWNER: DONNA RAMIREZ
TITLE REFERENCE: BOOK 19174, PAGE 262
PLAN REFERENCE: BOOK 186, PAGE 63
ASSESSORS MAP: 58
PARCEL: 27
ZONING DISTRICT- R-40
SETBACKS: FRONT 30'
SIDE 20'
..REAR 20'
MINIMUM LOT SIZE: 40,000 S.F.
EXIST. TOTAL LOT AREA: 19,277±S.F.
OVERLAY DISTRICT: NOT IN A ZONE II
i' FEMA FLOOD
ZONE DISTRICT: ZONE "C" AS SHOWN ON
PANEL #250015 0004 C
DATED JUNE 17, 1986
LOCUS PLAN: NO SCALE
do go0
o �y LOCUS 0 -
F G�
28
NTNG
DOM
JAN 0 4 2005 m
ING - HEALTH DEPT.
OM 28
N
I�
7VSKET SOUND
NAN
i
5�
l
REVISIONS
NO. DATE DESCRIPTION
1. 1/4/05 BOH EDITS
GEN ER AL -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 FACIUTY 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
<IO % -OF -No. 4 -SIEVE -SHALL
PASS No. 100
<5 % OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY -COEFFICIENT 0 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 1JTIUTY
COMPANY AND MAINTAINING THE
EXISTING U11UTY 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
tMUlTES AND -SUBSURFACE STRUCTURES
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
TAKEN FROM RECORD PLANS. THE
CONTRACT40R 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
THE ENGINEER IS TO BE NOTIFIED OF
ANY FIELD CHANGES THAT MAY BE
REQUIRED.
i %jai. X1 1 r
657 Man Street, (RT. 28) Unk 6
IVa Yarmouth Massachusetts
02673
508 778 8919
_PROJECT .TITLE:
DESIGN FOR
SEWAGE DISPOSAL
SYSTEM REPAIR
-;321
WINSLOW GRAY RD.
YARMOUTH
MASSACHUSETTS
PREPARED FOR:
DONNA RAMIREZ
2161 NORTH OAK LANE
STATE COLLEGE
PENNSYLVANIA
16803
DATE: NOVEMBER 29, 2004
COMP./DESIGN: K. HEALY
CHECK: D. CRISPIN
-DRAWN: -P. HAGIST
FIELD: D. GAZZOLO / J. McCARTIN
FILE N0. 8759-SEP.DWG
DWG NO. 5591-01
JOB NO. 4-8759.00 SHEET 1 OF 1
M