App# 4-A202Ix8 FASCIA BOARDS
Lu/ALUMINUM GUTTER
(DOWNSPOUTS NOT
FOR CLARITY)
3 5/8" GROWN MOULI
ON IxI2 FRIEZE BOAR
IxI2 PILASTE
CORNER BOp
NDN HEAD '
LEAD FLASH
RED CEDAR CL
4" EXPOSURE
ON TYVEiG HOU
CONT RIDGE VENT
FRONT ELEVA7101\1
SCALE: 114"=1'-O"
6x6 P.T. POST IN
10" DIA. FIBERGL.
COLUMN ON BASE
CONT RIDGE VENT
FLASHING TYP.
ASPHALT SHINGLES
ON 15# FELT PAPER
Ix8 FASCIA BOARDS
w/ALUMINUM GUTTERS
(DOWNSPOUTS NOT SHOWN
FOR CLARITY)
3 5/8" CROWN MOULDING
ON Ix10 FRIEZE BOARDS
Ix8 CORNER BOARDS
ALL LOCATIONS
UNLESS NOTED
REAR ELEVATION
SCALE:I /4"= I' -O"
vv I GILL Jnvr�lL l�
APPROVED
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SCALE: 114"=1'-O"
6x6 P.T. POST IN
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COLUMN ON BASE
CONT RIDGE VENT
FLASHING TYP.
ASPHALT SHINGLES
ON 15# FELT PAPER
Ix8 FASCIA BOARDS
w/ALUMINUM GUTTERS
(DOWNSPOUTS NOT SHOWN
FOR CLARITY)
3 5/8" CROWN MOULDING
ON Ix10 FRIEZE BOARDS
Ix8 CORNER BOARDS
ALL LOCATIONS
UNLESS NOTED
REAR ELEVATION
SCALE:I /4"= I' -O"
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APPROVED
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LEFT SIDE ELEVATION
ALL VALLEY'S TO GET
COPPER FLA-'THING—TYP:
CONT RIDGE VENT
SCALE: 1 /4" =1' —0"
12
1 q
ASPHALT SHINGLES
ON 15# FELT PAPER
RED CEDAR CLAPBOARDS
4" EXPOSURE
ON TYVEK
DATE 07/28/0u
REVISIONS
i
DRAWN BY 1 `
'7
DRAWING N0.
t
F I =_
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--
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Q t; F,.
SOIL TEST PIT DATA: 4/18/00
TEST PIT 91- TEST PIT #2
GRD. EL. 21.3' GRD. EL. 20.4'
0. GW. EL. N/A 01 GW. EL. N/A
LOAMY SAND 1OYR 3/2 4" LOAMY SAND 10YR 3/2
1' B14"LOAMY SAND 2.5YR 5/6 1' B 15" LOAMY SAND 2.5YR 5/6
EL = 20.1' EL = 19.2
2' 2'-
31-
'3' C 3' C
4' 4'
00
001
5' 5'-
61-
'6' 67t-§§6'-
7'- LOAMY SAND 10 YR 5/8 7' -LOAMY SAND 10 YR 5/8
8' B.-
91-
'9' 91-
10'- 10'
INDICATES
11' 11' OBSERVED
EL. = 9.3'- GROUND WATER
12' �--•- 144" 12 EL = 8.4' 144"
DATE: DATE: INDICATES
4/18/00 4/18/00 y ESTIMATED
TEST BY: TEST BY: SEASONAL HIGH'
GROUND WATER
THE BSC GROUP, INC. THE BSC GROUP, INC.
WITNESSED BY- WITNESSED BY: om
KELDA GORMAN KELDA GORMAN Ina INDICATES
PERC. RATE: PERC. RATE: PERC.
TEST
2 MIN./INCH 2 MIN./INCH
SOIL EVALUATOR SOIL EVALUATOR
M. PETRIN M. PETRIN F-1UNSUITABLESOIL CLASS: SOIL CLASS: UNSUITABLE
1 1 MATERIAL
L.T.A.R. L.T.A.R.
0.74 G.P.D./SQ.FT. 0,74 G.P.D./SQ.FT.
DATUM:
VERTICAL DATUM: N.G.V.D.
BENCH MARK USED: RM -2 ELEVATION 21.50 (TOP OF FLANGE BOLT ON HYD)
BENCH MARK SET: TOP OF CONCRETE BOUND ELEVATION 24.07'
PROFILE: NOT TO SCALE
EL.= 40.0'
TOP FOUNDATION FIRST PIPE LENGTH
EL.= 39.3 CONCRETE COVERS TO WITHIN TO BE SET LEVEL
6' OF FINISHED GRADE. FOR MIN. 2'
o- EL= 38.5-39.0 FINISH GRADE
2" MIN. 40 PVC EL,=21-20
kCMING f:11 A1liiFR -74.1
15'
MIN
' 1=E H
I=C u I
I 1115 OUTLET IAF
2000 GALLON DIST. BOX >8' SEPERATION
SEPTIC TANK
8' STONE BASE f NO OBSERVED GROUNDWATER
J BOTTOM OF TEST HOLE
INVERT ELEVATIONS:
TOP OF FOUNDATION
40.2
A
4" INVERT AT BUILDING
36.20
B
4" INVERT AT SEPTIC TANK (IN)
36.00
C
4" INVERT AT SEPTIC TANK (OUT)
35.75
D
4" INVERT AT DIST. BOX (IN)
20.00
E
4" INVERT AT DIST. BOX (OUT)
19.83 F
INVERTS AT LEACHING FACILITY:
= 793 GPD
MINIMUM LOT SIZE:
4" INVERT AT BEGINNING
GROUNDWATER
INLET
OF LEACHING CHAMBER
18.50
G
ELEVATION AT BOTTOM
PASS No. 50 SIEVE
<10 X OF No. 4 SIEVE SHALL
OF LEACHING CHAMBER
16.50
H
NO GROUNDWATER
SIEVE </=6.0
7. EXISTING UTILITIES WHERE SHOWN
OBSERVED
8.4
J
VARIANCES REQUESTED:
STRUCTION ACTIVITY WITH DIG -SAFE
AND THE APPLICABLE UTILITY
TOWN OF YARMOUTH:
EXISTING UTILITY SYSTEM IN SERVICE.
DIG -SAFE SHALL BE NOTIFIED PER
TO ALLOW THE TOP OF FOUNDATION
TO
BE 6' BELOW THE HIGH
POINT IN THE ROAD IN LIEU OF
BEING THE 2.5' ABOVE REQUIRED.
NOTE:
1.) SEE ARCHITECTURAL PLANS FOR BEDROOM LAYOUT.
2.) CROSS SETION PLAN ON SHEET 2 FOR DISCUSSION ONLY
SEE STRUCTURAL ENGINEERS PLANS FOR ADDITIONAL CROSS SECTIONS.
3.) ENGINEER TO VERIFY FINAL GRADING UPON COMPLETION.
SEPTIC TANK DETAIL: 2,000 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
TRAVELED WAYS, WHEREIN H-20 LOADING
SHALL APPLY.
3. ALL PIPE CONNECTIONS AND CONCRETE
CONSTRUCTION SHALL BE WATERTIGHT.
4 FILL ALL UNUSED KNOCKOUTS WITH
DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE
NO. OF OUTLETS 5
I 30.0
FINISHED GRADE 00
- o
OC
OVER ABLE - I-� 2' WALLS NOTES o
v: v. +,v:•v..+,�: v....:,v.:: 2" 1. DIST. BOX TO WITHSTAND H-10 LOADING 00 4" PVC
PC UNLESS UNDER PAVEMENT, DRIVES OR o° PIPE
T
TRAVELED WAYS WHEREIN H-20 LOADING ad
°
T50" 12'
11
15" SHALL APPLY. -
MORTAR. 2-24" DIA C.I. (601 MIN.) MANHOLE COVERS !, T 2 32.0
TEE TO BE UNDER BROUGHT " D
M.H. OPENING 12" MIN.
RAISE M.H WCL► !
12'-0" SEWER BRICK
�� h MORTAR -
NORMAI
e 3'
PRECAST SEPTIC TANK 10
INLET TEE
- O - 5'-10' 4' -7 -
GRADE
GRA E 6 5,. OUTLETS 8 . INLET TEE REQUIRED 64.0
3. FIRST TWO FEET OF PIPE OUT OF DIST. PLAN VIEW - LEACHING CHAMBERS
3' <n ILO 10A L 1„ BOX TO BE LAID LEVEL
4"
801 TB ON LEVEL / 4. ALL PIPE CONNECTIONS AND CONCRETE LOAM &SEED DISTURBED AREAS
i .:.i STABLE BASE 1.1%2 CRUSHED CONSTRUCTION SHALL BE WATERTIGHT.
12" :9 (ROSS -SECTION STONE BASE
EVEL 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. 3' MAX. COMPACTED FILL 36" MAXIMUM 12"MINIMUM
.,:
14' -: T
Ll
_ 4 -0 MIN. W moa ` 5'-8" 15 1/2
6'-6" : •: LIQUID DEPTH /
0
N .y a
-ei!:.::e �.: ;moi:::: ii -:': :'•- -i-. � i :y: =.�;e
7»
0 0°0 MINFILTRATOR
30" 24" 0p OpREMOVE
O 0OUNSUITABLE
°°0 0V3/4-
EFFEC. 1'Cbp pCO?O
DEH000ppF
3" LAYER
PEASTONE
MATERIAL FOR
ALLAROUND
770 GPD + 0,74 SF/GPD
CB/DHOF
PLAN REFERENCE:
FND
USC 'HIGH DENSITY P❑LYE'(HYLENE
- 1 1/2-
4W
W BOTTOM ON LEVEL STABLE BASE 1 4• 50 47 WASHED ST E
PLAN VIEW 6' MIN. 3/4" To&"&%W CROSS-SECTION VIEW 7 1
1 1/2' STONE PLAN VIEW
1
ESM -105
`!o on `.
1
Mr
ESM -104 A 0 ^'
EDGE OF SALT MARSH
1` AL ES�1-103 'ESM -1T52 --- --------------------- ESM -101
t
IAL
AL
AL
AL
o ALVEGETA'rED 2 N ESM -100
ALlel
WETLANDS _ - ----
r,
v WF -0 �'-------------
AL WF -6
AL . , WF -5 - - ,IIS
AL ~ / E A3 -EL 11.0
s ��a' FLOOD ZOITE "C"
\�J ,IIS AL WF 4 ,\` -------------
- -
- -- : = '
LOT 34 `'14 I--------------------------------�
N/F '-`------------_---------
ROBERT R. BEARS - - - - _ /
ASSESSORS MAP 150 1 4
PARCEL 40.1 ---------------- /-------------
_______
DEED BOOK 4580, PAGE 147 1�i ______________--
-
,e - ---. ---
(NP ,---------
ROgO < <,
o I6.
PROVIDED:
770 GPD + 0,74 SF/GPD
CB/DHOF
PLAN REFERENCE:
FND
USC 'HIGH DENSITY P❑LYE'(HYLENE
PROPOSED
LEACHING CHAMBERS
SILT FENCE
SIDEWALL = 2(12'+64')
PROPOSED
BOTTOM = 12' X64'
12'X35' S.A.S.'." -'
LOCATED WITHIN 150 FT. OF THE
1072 S.F.
1072 S.F x 0,74 SF/GPD
= 793 GPD
MINIMUM LOT SIZE:
40,000 S.F.
GROUNDWATER
INLET
OVERLAY DISTRICT.
NONE
SIEVE ANALYSIS:
-% novo
DRYWELL
= 1,500
CB/DH / / dire SANK
FND
-------------------- FOBERT R. BEARS
A$S€SSORS MAP 15r} .,,
" \ PAR.QEL 40.1
WQEED BOOK 4W PAGE 147 ~w-` �a-
\
151,366± ---
g00ER
------- ANO
100 �
T-
BENCHMARK
TOP OF CONCRETE
BOUND EL 24.07.
f
,PROP- I
V v ------
>
�30-
SEE NOTE 49
�D CATCH
`:
a� ; 4i �� \ `I 7
\ CATCH 0
�T p' �I� >>$ \ \
BASIN ,^ I, V n _71
RIM 46.6 jn i N
! s
r'J�� \ 4�; 0, CB/DH
Q- / i �� �.\ Gy CAPS 36 S3 i f FND
z
PA
cL, PLAN VIEW £N;
11 GAS
Q SCALE: 1' = 30 FEET C3 DH LINE
FWD
U 0 15 30 60 FT.
LOT 42
N/F
ROBERT BEARS
ASSESSORS MAP 150
PARCEL 44.1
CB/DH
FND
DESIGN CRITERIA:
DESIGN FLOW:
7 BEDROOMS AT 11O G.P.B./D 770 G.P.D.
REQUIRED SEPTIC TANK:
770 X 200% = 1,540 GAL.
SEPTIC TANK PROVIDED: = 2.000 GAL.
SIZE OF LEACHING FACILITY REQUIRED:
DESIGN PERC. RATE: <2 MIN./ INCH
LONG TERM APPL. RATE 0.74 G.P.D/S.F.
"-AVZ J
CRISPIN w 1
CIML
"O 'A
SIZE OF LEACHING FACILITY
PROVIDED:
770 GPD + 0,74 SF/GPD
= 1041 S.F.
PLAN REFERENCE:
LAND COURT 31551 D, SH 2
USC 'HIGH DENSITY P❑LYE'(HYLENE
-
LEACHING CHAMBERS
12'X2'X64'
SIDEWALL = 2(12'+64')
X 2 = 304
BOTTOM = 12' X64'
= 768
LOCATED WITHIN 150 FT. OF THE
1072 S.F.
1072 S.F x 0,74 SF/GPD
= 793 GPD
MINIMUM LOT SIZE:
40,000 S.F.
(aRq I-lO�k
. O
To -Y gN -FgRtij ROAD
RfMgiN OPfN
'�o�
PA
SSAeCe
TOPO BASED ON 1999 FIELD
SURVEY BY THE BSC GROUP, INC.
LOCUS INFORMATION
CURRENT OWNER:
ELIZABETH YOUNG
TITLE REFERENCE:
CERTIFICATE 157+03
PLAN REFERENCE:
LAND COURT 31551 D, SH 2
ASSESSORS MAP:
150
PARCEL:
41
RESIDENTIAL ZONE:
R-40
SETBACKS:
FRONT 30'
LOCATED WITHIN 150 FT. OF THE
SIDE 20'
ANY KNOWN WELLS PROPOSED WITHIN
REAR 20'
MINIMUM LOT SIZE:
40,000 S.F.
GROUNDWATER
6. REPLACE WITH CLEAN WASHED SAND
OVERLAY DISTRICT.
NONE
LOCUS PLAN: NO SCALE
N
CHASE GARDEN CREEK
BRAY
FARM
LOCUS ROAD
NORTH
NOTTINGHAM ROAD 6P
- d
SfrUCKeT R
SAD
REVISIONS
NO. DATE DESCRIPTION
1. 8/26/04 B.O.H. EDITS
r
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
RSL TOPSOIL, SUBSOIL AND OTHER
IMPERVIOUS MATERIAL
6. REPLACE WITH CLEAN WASHED SAND
OR OTHER CLEAN GRANULAR SOILS
CONFORMING TO THE FOLLOWING
SIEVE ANALYSIS:
10X (MAX) BY WT. SHALL
PASS No. 50 SIEVE
<10 X 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.
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. 1-888-344-7233. 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
s. RCCC46AENDED DUE TO RECOGNIZED
ADVERSE IMPACTS TO THE LEACHING
l
FACILITY.
9. FOUNDATION AND RETAINING WALLS
TO BE DESIGNED BY OTHERS.
10. ROOF TO DRAIN TO DRYWELLS.
;9 BSC GRDUP
657 ROUTE 28, MAIN STREET
West Yarmouth, Massachusetts
02673
508 778 8919
PROJECT TITLE:
SEWAGE DISPOSAL
SYSTEM DESIGN
#90
NOTTINGHAM DR.
AI
P%,,MOUTH
MASSACHUSETTS
PREPARED FOR:
CRAIG WHITTEN
P.O. BOX 1210 1
SO. YARMOUTH, MA 02661;
DATE: 7/27/04
COMP. DESIGN: K. HEALY t r
CHECK: D. CRISPIN--'
DRAWN: P. HAGIST 1 r`
FIELD: D. GAZZOLO / P. HA'GI'STI`
FILE NO. 8173-SEP.DWG
DWG NO. 5237-01
SHEET 1. --OF° V.
JOB NO. 4-8173.01