HomeMy WebLinkAbout12 Barkentine Circle - Sewage Disposal Plan 2SOIL TEST PIT DATA: 11/22/99 SEPTIC TANK DETAIL: 1,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE SOIL ABSORPTION SYSTEM: NOT TO SCALE
NOT TO SCALE NO. OF OUTLETS 1 37.5' t
TEST PIT #Z- TEST PIT #8 NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE
00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
3 7 GRD EL 4 2 REINFORCED CONCRETE SCHEO. 40 PVC OR CAST -IN-PLACE CONCRETE o 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0
GRD. EL.
GW. EL. 2.5' ADJ. , GW. EL. 2.5' ADJ
2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER.
PAVEMENT,
REMOVABLE ��-
COVER I
V WALLS
NOTES:
0 0
UNLESS UNDER DRIVES OR
1
TEST
r
(�
„ LOAMY SAND 1OYR 2/1 „ LOAMY SAND 10YR 2/1
4 7
TRAVELED WAYS, WHEREIN H-20 LOADING
�: •9..+.�: •�..+,a::v.... (:.ti.::.'
PARCELS:
1. DIST. BOX TO WITHSTAND H-10 LOADING
' E
1 8" LOAMY SAND 2.5YR 5/1 1 LOAMY SAND 2.5YR 5/1
B E 19„
SHALL APPLY.
3. ALL PIPE CONNECTIONS AND CONCRETE
2"
T PVC B"�°°I
UNLESS UNDER PAVEMENT, DRIVES OR
TRAVELED WAYS WHEREIN H-20 LOADING
0
THE BSC GROUP,
INC.
PERC.
-
WITNESSED BY-
0
PLAN REFERENCE:
TEST
r
(�
AMY VON HONE / KELDA WELSH
AMY VON HONE /
0
PARCELS:
39, 40, 41.1, 45.1
5 UNITS
"R-25"
SETBACKS:
4" PVC oo
PIPE °
PERC. RATE:
PERC. RATE:
REAR 15'
O
THE YARMOUTH CONSERVATION COMMISSION AT A MEETING ON DECEMBER 2, 1999.
0
0
0
°° 50' 10'
19" LOAMY SAND IOYR 5 6 - " LOAMY SAND 10YR 5 6 CONSTRUCTION SHALL BE WATERTIGHT. o
/ B / 2-24 DIA CONCRETE MANHOLE °°00 0 0 00 °° 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 00
' TO 6E" FROM FINISH AL HADELES BROUGHT � '� a�'
15• SHALL APPLY.
2' fL = 2.1 2 24 0 00 0 0 0 00 0 000 00 0 00 0
EL 1.5 4. FILL ALL UNUSED KNOCKOUTS WITH
' C1 3' C 33 MORTAR. B• J 2. PROVIDE INLET TEE OR BAFFLE WHERE { 40'
31-
j 6" 5,5" OUTLETS -SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR42" _42" TEE TO BE UNDER f'y :•a.... � •. • PLAN VIEW - LEACHING CHAMBERS
4 4 M.H. OPENING 12" MIN• 3' pQ ". " o e0�eea j IN PUMPED SYSTEM.
MED SAND 10YR 6/6 MED SAND 10YR E/6 COVER L.
2" 3. FIRST TWO FEET OF PIPE OUT OF DIST.
5 5 to' -6" RAISE WCL► ¢" BOTTOM ON LEVEL 6• MIN. 3/4" TO BOX TO BE LAID LEVEL LOAM & SEED DISTURBED AREAS
BR
SEWER BRICK �, - • STABLE BASE
1 1/2" CRUSHED
61- C 6 C 10'-0" &MORTAR a CROSS-SECTION 4. ALL PIPE CONNECTIONS AND CONCRETE
2 2 NORMAL WATER LEVEL 12" STONE BASE CONSTRUCTION SHALL BE WATERTIGHT. 3' MAX. COMPACTED FILL 36" MAXIMUM 12"MINIMUM
7'
82" 7' MED SAND tOYR 6/2 � 10. 3" 14' o 0 0 o poo° o°o 000 0°0 3" LAYER
7
PRECAST SEPTIC TANK e I
8' 8'
a INLET TEE :1 ¢'_g•
g' MED SAND 10YR 6/2 9' O
C
5'-2" 4'-6" e e 5._¢"
_ 4'-0" MIN. � � 15 1/2"
INDICATES
10 10 120" �_ OBSERVED Z "LIQUID DEPTH
5'-8"
125" EL = (-5.8) - GROUND WATER N '.
11,_ EL = (-6.7) b -F.: �.i.:::: a$•••:•: :-.-•i-:�:; .!�:�B::e
12° 12 INDICATES
�- ESTIMATED c BOTTOM ON LEVEL STABLE BASE a 3•
SEASONAL HIGH PLAN VIEW �,����day
DATE: DATE: GROUND WATER 6" MIN. 3/4" TO CROSS-SECTION VIEW
11/22/1999 11/22/1999 1 1/2" STONE
TEST BY: TEST BY: INDICATES
THE BSC GROUP, INC.
THE BSC GROUP,
INC.
PERC.
-
WITNESSED BY-
WITNESSED BY:
PLAN REFERENCE:
TEST
r
(�
AMY VON HONE / KELDA WELSH
AMY VON HONE /
KELDA WELSH
PARCELS:
39, 40, 41.1, 45.1
NOTES:
"R-25"
SETBACKS:
FRONT 30'
TP 10 #'
PERC. RATE:
PERC. RATE:
REAR 15'
O
THE YARMOUTH CONSERVATION COMMISSION AT A MEETING ON DECEMBER 2, 1999.
_LLMIN./INCH
-2-MIN./INCH
2.) THE LOT SHOWN HEREON WAS CREATED VIA AN APPROVAL NOT REWIRED, (ANR) PLAN BY THE BSC GROUP, INC.
10!" (MAX) BY WT. SHALL
OVERLAY DISTRICT:
SIGNED BY THE PLANNING BOARD ON MARCH 1, 2000.
PASS No. 100
v
INDICATES
UNIFORMITY COEFFICIENT O No. 4
SOIL EVALUATOR
SOIL EVALUATOR
IN THE DRAWINGS ARE APPROXIMATE.
UNSUITABLE
5.) ADJACENT SITE FILLING IS UNDERSTOOD TO OCCUR PRIOR TO TRANSFER OF TITLE, THEREFORE NO FILL EASEMENTS
MICHAEL PETRIN
MICHAEL PETRIN
ARE REQUIRED.
MATERIAL
---
6.) BEFORE THE LOT IS FILLED THE AREA OF THE SEPTIC AND RESERVE IS TO BE EXCAVATED AND INSPECTED BY THE
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
BOARD OF HEALTH AND THE BSC GROUP, INC., THEN BACKFILLED WITH MATERIALS NOTED IN GENERAL NOTES 5 & 6.
ENGINEER DOES NOT GUARANTEE
SOIL CLASS:
SOIL CLASS:
NOTE:
ELEVATIONS OF UNDERGROUND UTILITIES
YARMOUTH CONSERVATION COMMISSION ON AUGUST 3, 2000.
1
1
DUE TO THE
PROXIMITY TO
--,- - '-
TO BE DETERMINED BASED ON ACTUAL HOUSE DIMENSIONS.
A GARBAGE GRINDER IS NOT
TIDAL INFLUENCE , HIGH
ADVERSE IMPACT'S TO THE LEACHING
L.T.A.R.
L.T.A.R.
GROUND WATER ADJUSTMENT
0.74 G.P.D./SQ.FT.
0.74 G.P.D./SQ.FT.
TO BE SET AT 2.5' N.G.V.D.
--------- ---'-8
-- _-___-_ g
DATUM:
657 ROUTE 28, (UNIT 6)
WEST YARMOUTH, MA 02673
(508) 778-8919
VERTICAL DATUM: N.G.V.D.
SEWAGE DISPOSAL
SYSTEM DESIGN
LOT 5
BENCHMARK
ARKENTINE CIRCLE
S. YARMOUTH
TOP OF CONCRETE
BENCH MARK USED: TOWN OF
YARMOUTH, MON. #8 6.29'
N.G.V.D.
BOUND, ELEVATION
BENCH MARK SET: TOP OF CONCRETE BOUND, ELEV.
5.92'
1645 FALMOUTH ROAD, UNIT C
= 5.92' N.G.V.D.
--
PROFILE: NOT TO SCALE
DATE: JULY 12, 2000
COMP./DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: K. HEALY
FLOOD ZONE
EL= A
Tipp FOUNDATION COVERS TO WITHIN FIRST PIPE LENGTH
DWG NO. 5179-10
Al2. ELEV 10'
6" OF FINISHED GRAD
=11.9'
TO BE SET
FOR MIN.
�
LEVEL
2'
FINISH GRADE
15' MIN
SEE �
5 &t6
�' 301/2-
PRECAST
/1 2"
PRECAST DIST.
BOX
T T
` , V
LIMIT OF `
EXCAVATIONS '~^-
SEE NOTES
w80.7� 19.0' �D
Qr N8075'4]"W "�►..' _ �.,..,l11 a
�_7La
1 � 17
DRYWELL FOR
0 ! ROOF RUNOFF
1 LIMIT 0F�1,500 g ��Aasn.
EXCAVATION GAL 2I ®�
SE -t NOTES SEPTILMtN> r
'5 & 6 TANK
7 1/2"
PLAN MEW
5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. Qp HIGH O 00 0 PEASTONE
301, 00 DENSITY 0 0 0 REMOVE
O pQ POLYETHYLENE 0 p UNSUITABLE
EFFEC. Cb0 0 INFILTRATOR 3050 p0 0 0 MATERIAL FOR
DEPTH G� LEACHING 0 O 5' ALL AROUND
1 2j 0 0 CHAMBER p IF APPLICABLE
i
35" 50" 35" MASHED 1STOtNE
I LI
I - 20'
OLD SALEM CROSS-SECTION OF CHAMBER
DESIGN CRITERIA:
DESIGN FLOW:
J -'4j 4 BEDROOMS AT110G.P.B./D 440 G.P.D.
REQUIRED SEPTIC TANK:
440 X 200% = 880 GAL.
SEPTIC TANK PROVIDED: = 1500 GAL.
CTI
/' ! 6" SIZE OF LEACHING FACILITY REQUIRED:
♦�Iz/ DESIGN PERC. RATE: <2 MIN./ INCH
1'1'117952' LONG TERM ACCEPT. RATE 0.74
� G.P.D/S.F.
8
N0 „x,.5'41"Vy 40 r 1pn_13
so
PROPOSED `
Q� 1110 4 BEDROOM `.�Is� ��-... l /..
DWELLING '� �►''! ���®'� SIZE OF LEACHING FACILITY PROVIDED:
.,,
,% TOGARAGE `T.0 F 13.1 .40%,`E I'�` Y
12.3 t �p �r R `I f -
Il�tl�ll �Il+�llell ml►stl'It i{''alb 1, •. .-.- -., /
1nn. 1r •' ,74
5 S,F,
0 Z . ��`�a_____________b i,- USE HIGH DENSITY PO!-YETHYLENE
LEACHING CHAMBER V ,, , r
SCH 40 MAX � cn � :� ( Ir+, ..J1%.i � f 1 � �-.� 1C:fl_11 ; LEACHING CHAMBERS 10 X2 X40
=C I -E DIST. BOX H ----------- FL-0OD�ONE
I=F DRYWELL FOR P , / r ::.:;;:; ! ,I`C'�+4w„(•r'�� Al2. V 10'� 1C'1-10
5' SEPERATION
ROOF AND : i / ,e ] / `r 1 /' z
1500 GALLON
SEPTIC TANK I SURFACE RUNOFF. / `.' `, • . ,�% 'f ( 1 o
6" STONE BASE
t ADJUSTED GROUNDWATER s T 1
lttn-R ICJ -9 1�!, O.
INVERT ELEVATIONS: tl_It_11_11_tom litwlg t .►E.:yF �5 �P100-B
100-6..i
TOP OF FOUNDATION 13.1' A r`� 6 wI FEt�♦� OE 01�
4" INVERT AT BUILDING 10.27' BI�ROPOSED LANDSCAPE
W �1PROPOSED,SILT TIMBER CURBING - INSTALU0-5
4 INVERT AT SEPTIC TANK (IN) 10.07 C �"3 } ; ,-' ` TOP OF TIMBER 6" ABOVE
4" INVERT AT SEPTIC TANK (OUT) 9.82' D �tY �' $ ,�� r` '4
V- DRIVEWAY GRADE _I1� ✓
4" INVERT AT DIST. BOX (IN) 9.72' E rr�� o� j I i ]�i� �" LOT 5
V t (0 100-z4 "`GGG ..
4" INVERT AT DIST- BOX (OUT) 9.55' F i ro ; cr ;f i/ 18,108± S.F. WETLAND
W 28.4091 S.F. UPLAND
T l ,, t #2 / 46,517± S.F. TOTAL AREA V
INVERTS AT LEACHING FACILITY: V 4
� P10-NJPd r �"'
: 100-3
�
4 INVERT AT BEGINNING �. �j 1r.
OF LEACHING CHAMBER 9.5 G"""
/ f\tsl, 211.28'
r P I r f #yam?
ELEVATION AT BOTTOM 7.5' H ' \ ,' ,.�3 0� M.,_
/ .OF LEACHING CHAMBER-15'41
at
S80.1541.�
e #4 f / E
ADJUSTED
CURRENT OWNER:
THOMAS RUHAN
GROUNDWATER 2.5' J
BOOK 10,389, PAGE 024
5 Z
m
<
< N c
VARIANCES REQUESTED:
PLAN REFERENCE:
BOOK 181, PAGE 125
;0D
;U
BOOK 489, PAGE 27
ASSESSORS MAP:
NONE
PARCELS:
39, 40, 41.1, 45.1
NOTES:
"R-25"
SETBACKS:
FRONT 30'
ANY KNOWN WELLS PROPOSED WITHIN
SIDE 15'
1.) EDGE OF BORDERING VEGETATIVE WETLANDS (BVW) DELINEATED BY NORMAN W. HAYES , PWS AND APPROVED BY
REAR 15'
O
THE YARMOUTH CONSERVATION COMMISSION AT A MEETING ON DECEMBER 2, 1999.
MINIMUM FRONTAGE:
p vi
2.) THE LOT SHOWN HEREON WAS CREATED VIA AN APPROVAL NOT REWIRED, (ANR) PLAN BY THE BSC GROUP, INC.
10!" (MAX) BY WT. SHALL
OVERLAY DISTRICT:
SIGNED BY THE PLANNING BOARD ON MARCH 1, 2000.
PASS No. 100
v
3.) THE ENTIRE LOT FALLS WITHIN THE FLOOD ZONE Al2, ELEVATION 10.00' N.G.V.D.
UNIFORMITY COEFFICIENT O No. 4
SIEVE </=6.0
4.) THE HOUSE IS SUBJECT TO FINAL ARCHITECTURAL DEIGN AND THE FOOTPRINT MAY VARY.
IN THE DRAWINGS ARE APPROXIMATE.
THECONTRACTOR SHALL BE RESPON-
5.) ADJACENT SITE FILLING IS UNDERSTOOD TO OCCUR PRIOR TO TRANSFER OF TITLE, THEREFORE NO FILL EASEMENTS
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
ARE REQUIRED.
COMPANY AND MAINTAINING THE
EXISTING UTILITY SYSTEM IN SERVICE.
6.) BEFORE THE LOT IS FILLED THE AREA OF THE SEPTIC AND RESERVE IS TO BE EXCAVATED AND INSPECTED BY THE
THE STATE OF MASSACHUSETTS
STATUTE CHAPTER 82, SECTION 409
BOARD OF HEALTH AND THE BSC GROUP, INC., THEN BACKFILLED WITH MATERIALS NOTED IN GENERAL NOTES 5 & 6.
ENGINEER DOES NOT GUARANTEE
THEIR ACCURACY OR THAT ALL
7.) SITE SHALL BE CONSTRUCTED IN ACCORDANCE WITH THE ORDER OF CONDITIONS ISSUED FOR LOT 5 BY THE
ARE SHOWN. LOCATIONS AND
ELEVATIONS OF UNDERGROUND UTILITIES
YARMOUTH CONSERVATION COMMISSION ON AUGUST 3, 2000.
CONTRACTOR SHALL VERIFY SIZE,
LOCATION AND INVERTS OF UTILITIES
8.) DRYWELL LOCATIONS SHOWN ON THIS PLAN ARE APPROXIMATE. SIZE AND ELEVATION OF EACH DRYWELL
TO THE START OF CONSTRUCTION.
8. THIS SYSTEM IS NOT DESIGNED FOR
TO BE DETERMINED BASED ON ACTUAL HOUSE DIMENSIONS.
A GARBAGE GRINDER IS NOT
RECOMMENDED DUE TO RECOGNIZED
SCALE:1 FE
0 10 20 40
? OO -2
Nti
O W -
N'-__
100-1 CO
CO 0 M
O�
56� OF
3 GA
I6a 3808
d '
ft
SIDEWALL = 2(10'+40') X 2 = 200
BOTTOM = 10' X 40' = 400
600 S.F.
600 S,F x 0,74 GPD/SF = 444 GPD
LOCUS INFORMATION
CURRENT OWNER:
THOMAS RUHAN
DEED REFERENCE:
BOOK 10,389, PAGE 024
5 Z
m
<
< N c
BOOK 12,466, PAGE 014
PLAN REFERENCE:
BOOK 181, PAGE 125
;0D
;U
BOOK 489, PAGE 27
ASSESSORS MAP:
19
PARCELS:
39, 40, 41.1, 45.1
RESIDENTIAL ZONE:
"R-25"
SETBACKS:
FRONT 30'
ANY KNOWN WELLS PROPOSED WITHIN
SIDE 15'
5. WITHIN LIMIT OF EXCAVATION REMOVE
REAR 15'
MINIMUM LOT SIZE:
25,000 S.F.
MINIMUM FRONTAGE:
150'
GROUNDWATER
10!" (MAX) BY WT. SHALL
OVERLAY DISTRICT:
NONE
LOCUS PLAN: NO SCALE
28
t
0
to 0
RI D
D
D
m
D
�
5 Z
m
<
< N c
vii
z
z m
m
;0D
;U
C.;"
LOCUS ORE 0_ -
8Ei, PARKERS
RIVER BEACH
NANTUCKET SOUND
REVIS(,008" ,t
t
NO. DATE DESCRIPTION
1. 8/16/00 B.O.H. ISSUE
2. 12/11/00 B.O.H. COMMENTS
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
<10 R OF No. 4 SIEVE SHALL
PASS No. 100
<5 X OF No. 4 SIEVE SHALL
PASS No. 200
UNIFORMITY COEFFICIENT O No. 4
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
IN THE DRAWINGS ARE APPROXIMATE.
THECONTRACTOR SHALL BE RESPON-
SIBLE FOR PROPERLY LOCATING AND
COORDINATING THE PROPOSED CON-
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE U71UTY
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 REWIRED 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 IMPACT'S TO THE LEACHING
FACILITY.
LJI
` The BSC Group, Inc
r
657 ROUTE 28, (UNIT 6)
WEST YARMOUTH, MA 02673
(508) 778-8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
LOT 5
#12
ARKENTINE CIRCLE
S. YARMOUTH
1 4 ss>
LISA A S
iMACDONALD N
o CIVIL y
% 0
PR PARED FOR:
BOSWORTH ASSOCIATES
P.O. BOX 685
1645 FALMOUTH ROAD, UNIT C
CENTERVILLE, MA
02632
DATE: JULY 12, 2000
COMP./DESIGN: K. HEALY
CHECK: D. CRISPIN
DRAWN: K. HEALY
FIELD: P.H. / A.D.
FILE NO. 8188-SEP.DWG
DWG NO. 5179-10
SHEET 1 of 1
JOB NO. 4-8188.00