HomeMy WebLinkAbout53 Neptune Lane Sewage Disposal System Repair Design 2Ti " .�
REVISIONS
FLOOR PLANS:
INVERT ELEVATIONS: NO. DATE DESCRIPTION
1. 5/9/06 B.O.H. EDITS
EL.= 17.5 PROFILE: NOT TO SCALE NOTE: BASEMENT SLAB ELEVATION 12.53 A
2. 5/19/0 ADD I/A
SEE ATTACHED ARCHITECTURAL PLANS 4" INVERT AT BUILDING ' 11.60 B
`V 3 8/04/0 6 PRESSURE DOSE
70P 165 - CONCRETE COVERS TO WITHIN 4" INVERT AT SEP. TANK / IA. (IN) 11.35 C
ARC -6. OF FINISHED GRADE_ 4 8 14 06 ADD WALLS
EL=A "FAST" SYSTEM FOUNDATIONS PLANS: 4" INVERT AT SEP. TANK / IR (OUT) 11.10 D
60T ''W C o a
SLAB 14.0 TPP 13.5 4" INVERT AT PUMP CHAMBER (IN) 10.92 E GENERAL NOTES:
BASE ACCESS HATCH
IIa FINISH GRADE TO BE DESIGNED BY OTHERS AS PROPOSED 1. THIS PLAN IS FOR DESIGN AND
�"°"°" BOT 4" INVERT AT PUMP CHAMBER (OUT) 10.67 F CONSTRUCTION OF THE SEWAGE
a Pv *�*at ^-o 2• Pic FOUNDATION FOOTING WALLS WILL BE IN THE FLOOD ZONE. DISPOSAL FACILITY ONLY.
/ INVERTS AT LEACHING FACILITY: 2. ALL CONSTRUCTION METHODS AND
.'. 4k 1= ufuj r vnsr s f BOTTOM OF LOWEST FLOOR SLAB TO BE ABOVE THE FEMA MATERIALS SHALL CONFORM TO MASS.
C� oR 2• PVC SCH 40 1 1/2" INVERT AT BEGINNING D.E.P TITLE 5 AND LOCAL BOARD
1=F M.4 TOP 10.3 BASE FLOOD ELEVATION OF ELEVATION 12. OF LEACHING FIELD 9.70 G OF HEALTH REGULATIONS.
p 1=C 1=E PR R A HING FIELD
H 3. ALL PIPES LOCATED UNDER PAVEMENT
SEPTIC I/A TANK PUMP CHAMBER 12" STONE UNDER PIPING BREAKOUT 10.2 OR TRAVELED WAY SHALL BE SCHEDULE
SALCOR UV DISINFECTION UNIT 1=G J 40 OR ARE N
MODEL 3G (SUPPLED BY FASB 40 MIL ELEVATION AT END 9 70 H 4. THERE ARE NO KNOWN PRIVATE WELLS
OF LEACHING FIELD LOCATED WITHIN 150 FT. OF THE
' POLY. BDT STREET
++ PROPOSED LEACHING FACILITY NOR
LINER ELEVATION AT BOTTOM 12 OF STONE ANY KNOWN WELLS PROPOSED WITHIN
CIL
SOIL TEST PIT DATA: FEBRUARY 23, 2006 OF LEACHING FIELD 8.70 J WIT150' OF ANY KNOWN LEACHING FACILITY.
5. WITHIN LIMIT OF EXCAVATION REMOVE
FEMA HIGH ALL TOPSOIL, SUBSOIL AND OTHER
6.2 SEPARATION DATUM: TIDE LINE 2.5 K IMPERVIOUS MATERIAL.
TEST PIT #1- TEST PIT #2 - L REPLACE ALL EXCAVATED MATERIAL WITH
GRD, EL. s 5 GRD. EL. 6.6 I VERTICAL DATUM: N.G.V.D. 1929 OBSERVED GROUNDWATER 1,0 CLEAN GRANULAR SAND, FREE FROM ORGANIC
MATERIAL AND DELETERIOUS SUBSTANCES.
EST. HIGH GW. EST. ____ EST. HIGH GW. 2.5 EST. HIOH MIXTURES AND LAYERS OF DIFFERENT CLASSES
BENCH MARK SET: HYDRANT TAG BOLT, ELEVA ON 8.18 NGVD OF SOIL SHALL NOT BE USED. THE FILL SHALL
NOT CONTAIN ANY MATERIAL LARGER THAN
A/E TWO INCHES. A SIEVE ANALYSIS, USING A #4
12" HIGH GROUNDWATER COMPUTATION SIEVE, SHALL BE PERFORMED ON A
FILL „ FILL BASED ON TIDAL GROUNDWATER REPRESENTATIVE SAMPLE OF FILL. UP TO 45R
' 28 BY WEIGHT OF THE FILL SAMPLE MAY BE
A NATION OF HIGH TIDE 2.s TOWN OF YARMOUTH: TO ALLOW LEACHING SYSTEM �0 BE 75' OFF EDGE RETAINED L THE iR4 SIEVE. SIEVE ANALYSES
LOAMY SAND 126 ELE VARIANCES APPROVED. + ALSO SHALL BE PERFORMED ON THE FRACTION
10YR 4/4 J 36„ OF WETLANDS SEA WALL IN LIEU OF 100'. tH°Etu�� � OF LYSILL SAMPLE PASSING THE 14 SIEVE, SUCH
B PEAT / t os i� ANALYSES MUST DEMONSTRATE THAT THE
DIS G `•Y MATERIAL MEETS EACH OF THE FOLLOWING
LOAMY SAND TO ALLOW LEACHING AREA TO BE 13' FROM A CRAIG A. SPECIFICATIONS:
10YR 3/6 : : I TITLE 5: SECTION 15.211: (1) TO ALLOW LEACHING SYSTEM TO BE 6' OFF DRAIN LINE IN LIEU OF 100. CIVIL FIELD m 10ox MUST PASS y4 SIEVE
-------- 46" 46" No. 45037 N0.38039 (4.75 mm EFFECTIVE PARTICLE SIZE)
EL = 2.7 I INDICATES FRONT PROPERTY LINES IN LIEU OF 10'. 40MIL POLY LINER AROUND SYSTEM ]]] tox . 00X MUST PASS p50 SIEVE
TIDAL /HIGHy"P ♦ �51� (0.30 mm EFFECTIVE PARTICLE SIZE)
GROUND WATER _ �
0x -20x MUST PASS X100 SIEVE
ASSUMED 2mpi - 59" _ (0.15 mm EFFECTIVE PARTICLE SIZE)
�- 60" 59" INDICATES TITLE 5: SECTION 15.255 (2) TO ALLOW THE TOE OF SLOPE TO BE 1' -Sz MUST PASS EFFE#20CTIVE
SIEVE
(0.075 mm EFFECTIVE PARTICLE SIZE)
�_ OBSERVED 8/,� O` `
v ss" - FROM PROPERTY LINES IN LIEU OF 5' 7. EXISTING UTILITIES WHERE SHOWN
C 144" GROUND WATER ���p�OL IN THE DRAWINGS ARE APPROXIMATE.
MED. COARSE EL ) THE CONTRACTOR SHALL A RES ND
SAND INDICATES COOKSIBLE FOR PROPERLY LOCATING AND
10YR SA 6/6 120" MEDIUM SAND PERC. TITLE 5: SECTION 15.211 (1) TO ALLOW THE SEPTIC AREA TO BE 13' FROM DESIGN CRITERIA: COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
UTILITY
TEST A DRAIN LINE IN LIEU OF 50. AND THE APPLICABLE NING
DATE: 40MIL POLY LINER AROUND SYSTEM EXISTING DESIGN FLOW COMPANY AND MAINTAINING THE
DATE: 6 BEDROOMS AT 110 G.P.B./D 660 G.P.D. EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
2/23/06 2/23/06 INDICATES
TEST BY: UNSUITABLE THE STATE of MR 82, S C11Os
TEST BY: MATERIAL PROPOSED DESIGN FLOW
THE BSC GROUP, INC. THE BSC GROUP, INC. STATUTE CHAPTER 82, SECTION 4os
�'4( EXISTING LEACHING COMPONENTS 5 BEDROOMS AT 110G.P.6./D SSO G.P.D. EN TEL. DOES NOT GUARANTEE THE
WITNESSED BY: WITNESSED BY: gas / - 11 ENGINEER DOES NOT GUARANTEE
AMY VON HONE AMY VON HONE EXISTING TO BE PUMPED AND REMOVED FROM � THEIR ACCURACY OR THAT ALL
RAOUL CFALFOUX DWELLING EXIP`- cEoiEN i ' n 1 SITE IN ACCORDANCE WITH TITLE 5 REnUIRED SEPTIC TANK: ARE SHOWN. LOCATIONS ANDUTILITIES AND SUBSURFACE �uCTUREs
FERC. RATE: PERC. RATE: ASSESSORS MAP 24 _ +t\TYt
MIN./INCH NZA MIN./INCH OR _ LP 1 550 X 200% 1,100 GAL.
PARCEL 168 i � !`1 ELEVATIONS OF UNDERGROUND UTILITIES
SOIL EVALUATOR SOIL EVALUATOR i ' j$+ Tpp 93 `1\ SEPTIC TANK PROVIDED: -500 pL' TAKEN FROM RECORD PLANS. THE
M. DIBB M. DIBB WOOp i o� a?� ' i 199 15 RCP CONC. }X` 6, CONTRACTOR SHALL VERIFY SIZE,
' 1 LOCATION AND INVERTS OF UTILITIES
SOIL CLASS: ELEVP WALL 10 1\` SIZE OF LEACHING FACILITY REQUIRED: AND STRUCTURES AS REQUIRED PRIOR
SOIL CLASS: CH .1RENCN i TOp 9.4 _ _ _ TO THE START OF CONSTRUCTION.
1 �- NEAOWAL 4' WIDE LEA _ 50 00, ' 11`r Q DESIGN PERC:. RATE: « MIN./ INCH
EX sic -
E R 1993 " 11r, PROP Ltt B 1`I B. THIS SYSTEM IS NOT DESIGNED ER. Il
L. T. A. R. L. T. A.R. w/sZpRN PIPE S 78.p3�10 ' �, LONG TERM APPL. RATE 0.74 G.P.D/S.F. THE USE OFA GARBAGE GRINDER.
0.74 G.P.D./SQ.FT. 4,74 G.P.D./SQ.FT. OUTVA1 L D�y`y. - A GARBAGE GRINDER IS NOT
�� t ^7c 6 2 RECOMMENDED DUE TO RECOGNIZED
TOP g s 9 3 ORNEWAY { 550 LIP r n•74 GPD/SF 744 S.F, ADVERSE IMPACTS TO THE LEACHING
WALL SECTION - CDNC. WALL t�p{ .. FACILITY.
{ �' SIZE OF LEACHING FACILITY PROVIDED: 9, EXITING INVERTS ARE TO BE CHECKED BY
s �G X1.0 �r� I {� 13' 1 [ THE CONTRACTOR PRIOR TO CONSTRUCTION.
BOT - �t ( ` I. IIS, f USE 10' x 51' LEACHING FIELD 0. THE ENGINEER IS TO BE NOTIFIED OF
11.0 �I f \ �jr ALO w o 1 I BOTTOM = 10' X 51' = 510
TOP 10.3 �, 510 S.F X 0,74 GPD/SF = 377GPD ANY FIELD CHANGES THAT MAY BE
/ l i 1 \ �_ REQUIRED.
00000000 I ( \ - i - ,` { I•, .
00000000 ` 2' CAP \ 9rn #2 N 377GPD PROVIDED (68% ALLOW. PER I/A)
00000000 5, 8" BLOCK \� ' '<` -�' I \\ �- 12' STONE UNDER PRESSURE PIPING; �\ .,-( yp}
\\ \\-\ i T s VENT 1 { ° B✓SlJP
oROFUGH „ �► I { 1 I :p • 1 PROPOSED 1500 GALLON LOCUS INFORMATION
657 Main Street, (RT. 28) Unit 6
\\ \ \ \\ MIKHAIL GT �a�N- L I�1,..1 , ; •� I/A SEPTIC TANK CURRENT OWNER:
NEPTUNE NOMINEE TRUST W. Yarmouth Massachusetts
\ \ \ \
OMAP
YAKHKIND, TR PROP. - I 102673
24 \ "U V"
PARCEL 167 . I{ 1 I I • ' �3 PROPOSED 1,000 GAL. TITLE REFERENCE: DEED BOOK 13395, PAGE 303 508 778 8919
PUMP CHAMBER
\ \ � I � 1
\\ \\ \\ \\ TOP 0 b 1 0 (TOWN WATER) ` II I { . -
1200 S.F. ' �' •- II { 1
WALL. 1 { 1 I I' PROPOSED 51'x10' PLAN REFERENCE: PLAN BOOK 1$6, PAGE 33
BOT \ \ \ 1 v PRO { { l { { - LEACHING FIELD WITH PROJECT TITLE:
6.3 \ \\ \ \\ \ L 8.2 (� PROPOSEDDWELLING PARCEL:
{1 ; 12• STONE UNDERNEATH ASSESSORS MAP: 24
PARCEL: 167
8I- 1212± S.F. ,, { I I I .. _ °I DESIGN FOR
4O MIL _ \ \ \ \ \ A / = { PROPOSED WALL v
0000000000
T \ \ \ \, / SLAB 12.53 -I 1 I 6.2 TOP ELEV 9.3 ZONING DISTRICT: R-25
POLY. 0000000000 6 \
LINER °000000000 \ \\ \\1 ° �/ �1 a, .I ; I I {'' 1 BOT ELEV 6.5 SETBACKS: DENT 15'1 SEWAGE DISPOSAL
coo -
BOT. OF STONE ELEV 5.1 \\ \\ \\ \ \ - J >y { .. PROPOSED 40mil POLY LINER REAR 20' I a ��
ADJ. G. WATER ELEV 2.5 \ \ \ \ OOD HOUSE #53 11 Y I , ` SYSTEM REPAIR
\ \\ \ \ s Ps p, I I =t' 1 BOT ELEV 3.3 MINIMUM LOT SIZE: 25,000 S.F.
NEW WIDTH 27.0' \ XISRNG \\ ) ' ': 2071 S.F. #53
\ 1 EXISTING LOT AREA: 8, 04
RIDGE 47.5 DECK \ OgtrO _ _ 10. 1 OVERLAY DISTRICT: NONE o' �
I NEPTUNE LANE
1 1 \L 4 wpE 11 NITROGEN SENSITIVE L
ZONE: NOT A ZONE II
Sjp1Rs
FEMA FLOOD SOUTH YARMOUTH
!J \ 1 1 5.1' TO ia�s 6.2 t ZONE DISTRICT: A-12, ELEVATION 12
3y1 1 1 FAC OF WALL i �' ; PANEL #2500150006 Dr MASSACHUSETTS
n \ 1 1 'r�•� � 6,8�-\- 111 � Ny � PROP. LOT COVERAGE: 22.17 (1,8121 S.F.)
F 9'-0"
35.0' 29.9 ; \ 11 1 1 x PROP STORIES. 2 ENT •
,r� N •
-��y� 1� 1 ��� 6 2 I (BASEMENT <3.5' EXPOSED) PREPARED FOR
SECOND FLOOR 31.2 z 1 \ 1 _ -1 \\ 11 I N I H -
o F i \ 1 ° 115 6.5 111 Imo- , ( BU LDI G HE G T: 34.2' (RIDGE 47.2 A,G. 13.0') MIKHAIL YAKHKIND, TRUSTEE °
v 1 \ i1 1 5 5 1 PR D DRIVE i 1 NEPTUNE NOMINEE TRUST
!R 1 1 \ 1 1 P 8 OT 7.2' 1\ ,�V 6,8 ,
i 2 THOMPSON STREET
x 9'-D" ' LOCUS PLAN: N❑ SCALE WAYLAND
zr 7 \ 1 BENCHMARK
rn \1 1 11 11 1 \ ° '
FIRST FLOOR 21.2 TOP TAG BOLT
TOP LANDING 18.0 \ 1 6.5 ' 6.1 ELEV=8.18' NGVD 28
OT. FLO R 20.2 OP C . 17.5 Nc 3 W �
•
F.G. 16.5 / 0 1 1 I 11 1 i Si8'p3
7'-8" FINISHED F.G. 14. 1 1 \ \ 1 0 i g6 p0 LLI
z
F.G. 13.5 ✓ 1
H
t 11ypU5 DRIVEWAY ,-. ~ i
PROP. F.C. 12.1 INSIDE SLAB ELE . 12.53 F.G. 11.0 1 1 \ 1 \ 1 / 1 g1111M W
"A" FLOOD ZONE EL 1 -� i F.G. 10.3 \I \ 1 1 1 1 Y Q
j?OP CON. 12.0 - - CNO 1 I Z 3
I • I" "1P" LEVEL r \ 0 1 I N z
� 1 �' W Z
------� ��o 1 l 11 PLAN VIEWI 1 W ZLLI
EXISTING F.G. 6.0 L_- J BOT. SAS 8.7 I 43 Q Y Q
\ \\ 11 �1` 111 1 11 Q Al
CONFIRM NATURAL IL Ld
Q
IRA.DE AT CONST. 10'MIN - ��--� LINER \\ 1 t1 1 1 SCALE: 1' = 10 FEET 1 1 N Z QLLJ
�� \i f �I 111 �
'
0,0' NGVf --- \ 1 l , (I 11 1 11 0 5 10 20 FT. 1
1 4101 1111 '
(_a.4) F'.I' .-.. .
_ _. FILE COPS
MA 01778
(BSC (508) 778-8919
DATE: APRIL 24, 2006 _A
COMP. DESIGN: K. HEALY I
CHECK: M. DIBB
DRAWN: K. HEALY
FIELD: D. GAZZOLO / J. McCARTIP
FILE NO. 6172-SEP.DWG
DWG NO. 4537-03
SHEET 1 OF 3
JOB NO. 4-6172.00