App# 3-A108.. .�. ..-r. atr ..�,.�, .�.ennn nsa.rgas �r,-w-. rse-..... a vw. ..:_.,!r.�ry .»�..J .... ..r�..�».m-m ..i{ y �,a .a>,��wvu.w+v.�...nr. -� x�..+�,pu Pr,... %s V:..'YY T" ..�.. <�F,u rJAr.. w.4 '2',t"' vtK�+. `rt'<'^�emYag?iceF K"'^X3�'s �s1^£Fiw m£wn' f%rt M.Y.!�'v.°4'^' �m?�r?Y
1.nvnww�.. rv+F'R+V .+ecT.�^'iv� �� .. � �'9i ... .nip f _ ��
(.�,' w,e �-., e -4e -ter. v+,
_ e.
�. �
.. .. r _
.. � .:
.. � . . _ .. x '. .:.
a
.. .. .. r -i, ,
''ACCESS COVER (WATERTIGHT) 2' DOUBLE WASHED PEASTDNE
ACCESS COVER WITHIN 6' TO FIN. GRADE WITHIN 6' TD FIN. GRADE
2% SLOPE REQUIRED OVER SYSTEM ,5 MAX
EL71.5t EL.70*
MINIMUH .75' OF COVER OVER PRECAST
EL.65.281 3' MAX. OT ALLOWED)
RUN PIPE LEVEL SEPCESIGN D(GARBAGE DISPOSER IS N
TI
FOR FIRST 2' NUMBER OF BEDROOMS: 4
1,500
PROPOSED EL.63S DESIGN FLOW: 4 BR x 110 G/D/BR 440 C/D
USE A 330 G/P REQU
GALLON SEPTIC CURED DESIGN FLOW
H-10 SFPTIC TANK:
TANK <H- 10 > GAg3�7 0o EL.63.08 oo 440 O/D (2) = 880 G/D
0000 FL13V LINE o USE PROPOSED 1,500 GALLON SEPTIC TANK
BAFFLE EL.63.25 0 16' L £A HINGE
0
3.5' 2 SIDES SIDE AREA: 2' x Z' x (12.83'+33') 183.3 SF
6' CRUSHED STONE OR MECHANICAL 3.5 8 ' 8 SIDES 10 3' 8 ENDS EL.62.17 BOTTOM AREA: 12.83' x 33' 423.4 SF
L- COMPACTION. (15.221 121) 3' ENDS =
DEPTH OF FLOW = 4' +BTTSIDES: 183.3 SF
H-20 14, OOM 423.4 SF
REQUIRED TEE SIZES 14' g�� TOTAL: 606.7 SF
INLET DEPTH = 10' MIN. BELOW FLOW LINE g 000"25 L.61.0 _ PROPOSED CAPACITY: 606.7 SF x 0.74 G/D/SF = 449 G/D O.K.
OUTLET DEPTH = 14' MIN. BELOW THE FLOW LINE
ASEPTIC SYSTEM SI
DEGNATA
D
('/ MIN. SLOPE) (7. MIN. SLOPE) 3/4' TO 1 1/2' DOUBLE WASHED STONE
4' LEACHING FACILITY 4.0'
(� MIN. SLOPE) D' BOX It 6.5'
FOUNDATION 18' SEPTIC TANK 31' BOTTOM nL.57.
0 1
SYSTEM PROFILE SEE SOI(NOT TO SCALE THI EL.54.5
SEE SOIL LOGS
I
-+5� tib o 1
!,
\666.14 / j I 1 1
\ (n +89.4 / / j / / / / / l / l l / \ E
.h
7787-37'23
/ I I
\�- l / // / �/ / / / / / /� / 11 54.2 _-__ __` � / C) I r 1
----- I+87.fo / / / / / 1161ss/�A)n RFOVI /` o
�` (O I j -5` PIT I I ! - 0 Il 1
+e .o ! 1 / / / „/W J ,
Ill 1- 0 \639 - PROPOSED
I 0) 1 / / / / / S 87%37 23 x 63.0 /i
/+77. 422.Sf 1 I 1 f g I I X161.01 �-X 62.0 DRIVEWAY II I
(t, BOULDER/ o
� / / // � N 87'37 23 E �E12.2
P 6POSED / / 1 1
TAINING/WALL / / i I 9 11
+85.6-40
moi
SETBAC00
K
/ I 1
+85.6 I
/ \y^D 5 1 \� - - - - / 63.5 I J I +19,3 'T
LOT .4 1 A+f72.2 \ - -_-
- - +63.9
II 49,092 s.f. / 1�Ly 1 4 5 -/ 1 �' J I p I Q
N +l ! (D
I 1.13'CC. I (� /JPROPOSED i 1 . y. /6 PROPOSED J I I
n - .6 J p,. DRIVEWAY J I SOIL ABSORPTION SYSTEM - J J
1 a6. 4 HIGH CAPACITY INFILTRATORS H-20 I I p I
\ ! ) , ��a IVP �5. �i 1' WITH 5' OF STONE ALONG THE SIDES, 621 I OI Z
1 4' OF STONE AT THE ENDS r, O' C)
9 1 33. AND 14 OF�LtjE BELOW. / w
\ \4186.1 / / o / �> 1 13.1' 1 LOT 5 / / 1 1 1
\ 1�f r JJ /
\ G
Al ' t4 /0�0/PROgOSE9 3 JI W 40,661 S.f. / M
BE"DyLUNG > 1 PROPOSED 0.93 OC. / I' I p
+83.1 i // ! 1 r I O -BOX / I ro I z
/}71.8 I I + 1-63.0 w
I
f0 I J \ (v 11 // //� I
J R l l \ / I I
\ p ( / 1 / /-1' f��> / >2 �� J \ +63.4
0
\ ,j' >� �� \ \ +61.3
` / pn Ij
raFnicHM RKc 1 82 T 31.2' \\ \ \ \ \) IJ
RO
STAKE & TACK II X800 -I --- I fI POSED1
EL.80.94 T 500 GALLON
80 - SEPTIC TANK \ +6\3. 1I ! ! I 1
'- (I I II
SPLIT STONE
-I782.1 7 .6 f67.0
I 1 + FOUND
Y I PROPOSED I I I I �°I 1 x I
/ I .RETAINING WAL / I / °0 JU ) X65.9< \ 1 f !
TETHOLE LOGS �9
CID
I 1 NOT T❑ SCALE
-8[- 67.7
N I 81.9'
v n n oO r \
2468 \ \ I 1 I
+61.1 / I I +58.3
+76.2 I 7[6.8 I I I \ \ \ 1 I
+76.8 I / �- ----- �/ 40'J7�\ \\ +65.2
S
6-4
i-------- �\ I i 1 I I 11-1-97.5
I toff. 508-362-4541
fox 508-362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. Yarmouth, ma 02675
�Z0 157.00\ \�/ --_ +76.4
1
H'78.0 , 0 1 +72.0 TNPCHER
+72.4 - +71.0 NSF JOSHUA O
"�N SITE PLAN
SCALE: 1"=30'
LEGEND
A\& WATER SHUTOFF VALVE
TO BE LOCATED
_ EXISTING WATER LINE !.
PROPOSED LOCATION I
°Oo GAS SHUT OFF VALVE
TO BE LOCATED
rHP ORT
EXISTING GAS LINE - 7-
TO BE LOCATED 1
EXISTING PHONE LINE LOCUS
TO BE LOCATED MID CAPE Q EXIT l
EXISTING ELECTRIC LINE 7 / HIGHWAy _ RT.6
' TO BE LOCATED
EXISTING CABLE T.V. LINE
TO BE LOCATED
EXISTING CONTOUR
FRONT - 30 ft.
SIDE/REAR - 20 ft.
*TO BE CONFIRMED BY BUILDING COMMISSIONER
4
OWNER OF RECORD
ROOERT CHILDS
154 SOUTH STREET
SOUTH YARMOUTH, MA 02664
DEED 8K. 4128 PC.
PLAN BK. 246 PG. 1106
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE• THE EXCAVATING
H MAY
LE .
CONTRACTOR SHALL MAKE THE REOUIRED 72 HOUR NOTIFICATION TO DIG SAFE
EQUIPMENT IN 7THE )CONSTRUCT COANY NSTRUCTIONER AREAIFITIES WHICH MAY HAVE OR VERIFWHIICATION OF LHAVEOCATBIONSPIPE OR
2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD.
4. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-HIO.
5. THIS PLAN 15 FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO
BE USED FOR ANY OTHER PURPOSE.
6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S).
7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED.
8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION DDTAINED
FROM BOARD OF HEALTH.
9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
10. PIPE JOINTS TO BE MADE WATERTIGHT.
DEPTH (In.) THI ELEVATION
SOIL CLASS: I (SANDS, LOAMY SANDS)
LOCUS MAP
+ 70.6
EXISTING SPOT
GRADE
SCALE V - 2000'
-��-
PROPOSED
CONTOUR
LOAMY SAND
x22.t0
PROPOSED
SPOT GRADE
ASSESSORS MAP 94, PARCEL 1, LOT 4
TO
SOIL TEST
HOLE
FLOODZONE: C
ENGINEERS MICHAEL S. FARIA, SE
SEE TEST
HOLE LOG(S)
•ZONING DISTRICT: R-40
WITNESS+ AMY VON HONE, RS
EXCAVATOR: OWNER'S EXCAVATOR
MINIMUM YARD SETBACKS:
FRONT - 30 ft.
SIDE/REAR - 20 ft.
*TO BE CONFIRMED BY BUILDING COMMISSIONER
4
OWNER OF RECORD
ROOERT CHILDS
154 SOUTH STREET
SOUTH YARMOUTH, MA 02664
DEED 8K. 4128 PC.
PLAN BK. 246 PG. 1106
NOTES:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE• THE EXCAVATING
H MAY
LE .
CONTRACTOR SHALL MAKE THE REOUIRED 72 HOUR NOTIFICATION TO DIG SAFE
EQUIPMENT IN 7THE )CONSTRUCT COANY NSTRUCTIONER AREAIFITIES WHICH MAY HAVE OR VERIFWHIICATION OF LHAVEOCATBIONSPIPE OR
2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NGVD, ELEVATION ASSUMED FROM QUAD.
4. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-HIO.
5. THIS PLAN 15 FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO
BE USED FOR ANY OTHER PURPOSE.
6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM(S).
7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED.
8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION DDTAINED
FROM BOARD OF HEALTH.
9. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT.
10. PIPE JOINTS TO BE MADE WATERTIGHT.
DEPTH (In.) THI ELEVATION
SOIL CLASS: I (SANDS, LOAMY SANDS)
01 A 67,0
PERC RATE; < 2 MPI (5 MPI DESIGN)
SANDY LOAM
PRESOAK: 0,00,00-0,09:45
10 YR 4/4
(24 GAL. < 15 MIN.)
4' 66.7
( 9', 044:21
LOAMY SAND
BOTTOM PERC: AT 66' EL.61.5
10 YT5/6
NO WATER OBSERVED
- 28' 64.7
FINE SAND
DATE: 1/10/00
2.5 Y 6/4
ENGINEERS MICHAEL S. FARIA, SE
150' 54.5
(DOWN CAPE ENGINEERING)
WITNESS+ AMY VON HONE, RS
EXCAVATOR: OWNER'S EXCAVATOR
DEPTH (in.) TH2 ELEVATION
SOIL CLASS: 1 (SANDS, LOAMY SANDS)
0• 7A 69.0
PERC RATE: < 2 MPI (5 MPI DESIGN)
SANDY LOAM
(ASSIGNED @ CI)
10 YR 3/1
6' H Al68.5
LOAMY SAND
10 YT5/6
A
_
NO WATER OBSERVED
36' 66.0
LOAMY SAND
a
10 Y 5/6
04' 62.0
C2
FINE SAND
2.5 Y 7/4
144' 57,0
`P IN Of t
ARNE
H.
OJALA
y No. 26341
9fC1ST E1'
APPROVED DATE BOARD OF HEALTH 4'41 We -
MA S ?5 w A� `f
DATE Ai2I';E H. OJAL
A i n,z-� ---SITE PLAN
OF LAND IN
_YARMOUTHPORT, MA
PREPARED FOR SID SIDDHARDTH
'ATED AT LOT 4 OLD HYANNIS ROAD
YARMOUTHPORT, MA 02675
E: 1 =30 DATE: 9-25-00
REVISED: ------
0 30 60 90 Ft.
L1
I
n, , " LEGEND
Y OUTHPORT
Yf :C i ' H �So WATER SHUT OFF VALVE
To
(_I{=K TO BE LOCATEDEXISTING WATER
79 [211 -2 e. . 3� � - PROPOSED LOCATION I DE N S 1 RR.
SII 1t?' 0 r
.- ON f
• ,- ��o GAS SHUT OFF VALVE
REC.,LI'JtD TO BE LOCATED
TOT, AT EL. (VARIES)
^ A -CESS COVER WITHIN 6' TO FIN. GRADE ///''-''--ACCESS COVER (WATERTIGHT) 2' DOUBLE WASHED PEASTONE - ...,�_ EXISTING GAS UNE
WITHIN 6' T❑ FIN. GRADE TO BE LOCATED N !
EL.74,0t
VER 2/ SLOPE REQUpRE OVER SYSTEM 6. MAX - LOCUS
M IMUM .75' OF COVER OVER PRECAST EXISTING PHONE LINE
TO BE LOCATED MID CAPE a EXIT I
EL.65.28t
RUN PIPE LEVEL n;��_ ��, EXISTING ELECTRIC LINE 7 /HIGHWAY
I PROP❑ ED 1,500 FOR FIRST 2' EL. -63.5 S$PTIC DESIGN: (WBADE DISPOSER IS NOT ALLOWED) gA6M1'OujF! CC • TO BE LOCATED RT.6
GALL SEPTIC NUMBER OF BEDROOMS: 4 _,,E EXISTING CABLE T.V. LINE
H-10 C] Q [� CD CD CD DESIGN FLOW: a BR x 110 G/D/BR 440 G/D GKI{r26; ,W` \
USE A 440 G/D REQUIRED DESIGN FLOW \J \V TO BE LOCATED
TANK - 10 ) GAS . EL.63,06 SEPTIC TANK:. - \U
BAFFLE EL63�P5 �� o EL.63.0 CD C] � 0 M 440 G/D (2) = 880 G/D
CD C3 r7 � m CJ C3 ID 0 USE PROPOSED 1,500 GALLON SEPTIC TANK EXISTING CONTOUR P
2 ♦=I 0 C3 C3 CI C-1 O O C7 LEACHING- + 70.6 EXISTING SPOT GRADE LOCUS MAP
a EL.61.0 3333. .
t t 6' CRUSHED STONE OR MECHANICAL
�- SIDE AREA 2' x 2' x (12.83'+33') = 183.3 SF -p/- PROPOSED CONTOUR SCALE 1" = 2000'
DEPTH OFFLOW 4' COMPACTION. (15.221 121)
3/4' TO 1 1 /2" DOUBLE WASHED STONE BOTTOM AREA: 12383' x 33' - 423.4 SF
6.5' SIDES• -183.3 SF x22.10 PROPOSED SPOT GRADE ASSESSORS MAP 94, PARCEL 1, IAT 4
REQUIRED TEE SIZES-
INLET'DEPTH 10' MIN. BELOW FLOW LINE + BOTTOM' 4234 SF O SOIL TEST HOLE FLOODZONE: C
14' MIN. BELOW THE FLIM LINE TOTAL 6067 SF
PROPOSED CAPACITY: 606.7 SF x 0.74 G/D/SF = 449 G/D O.K. SEE TEST HOLE LOGS
OUTLET!DEPTH ZONING DISTRICT:
MINIMUM YARD SETBACKS:
( MIN. SLOPE) ( V MIN. SLOPE) ❑rT❑M THI L 4s SEPTIC SYSTEM DESIGN DATA SIDE/REAR 20 ft.
(� MIN. LOPE) _
S TIC TANK 4 D' BOX 4' LEACHING FAJIL[TY SEE SOIL .LOGS ATO BE CONFIRMEp BY BUILDING COMMISSIONER
FOUNDATION 36'"-j-"- 1
SYSTEM PROFILE i
(
OWNER OF RECORD
NOT TO SCALE)
ROBERT
154 SOUTH $TRE STREET
SOUTH YARMOUTH, MA 02664
DEED 8K. 4128 PG. 169
PLAN BK. 246 PC. 106
off. 508-362-4541
fox 508-362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
1 ( /+50
\\ \\`-�6a.2/ / 1.0
\ +89.4 / / / / / / / / / / \ \ \ 168.14
#\87'37'23" E
- - +87.p
�s/Im , Rf�OW1 -- -1\\ �A 99
/ +8..0 / 1 / / / / / / I, TTI J l 0 PIT
63.9
J w / l l l l +77. / / S 87%3723" W I I i PROPOSED / N { 1
cn BOULDER/ / / 422.81( 1 1 I I$ I I X161.01
/ / X 62.0 X 63.0 DRIVEWAY o I
OPOSED / / I N 87'37 23 E�•2 /+ I
7TAINOdG/WALL // / i I J �! / , / 159.08 3R 11
+35.6 / / / / / / / I 56 v�r!/L/ I A6 93R..
+85.6 i I 1 Y 1 / / / ro I \\\ \ r+Y'y
..LOT 4 1 y00 ll3 { 1,2.25 \\\i = _ % +63.9 63.5 J/J N !1 +19.3
49,092 s.f. ^ / t
I( 6, hti' , , 1 6N D I o I Q
1.13 OC.IP
I/f I 1 J PROPOSED I; I ' / PROPOSED 1 I/ I p I L1� >
�� DRIVEWAY I I ( SOIL ABSORPTION SYSTEM '�(
7 a� > WITH 4' OF STO00 GAL. NE ALIONGNG GTHE IDEHAMFERS S. -L//62.1 y 1 o L
e° 10� l
��If 3.75' OF STONE AT THE ENDS '
LOT Jc w l
\ ` 1
1�- O PROPOSED -'� o { Tn'er. � I
00 BEDROOM DWELLING I W f
+83.1 `� SOF / 1 _
To I co { PROPOSED 0.9> ac.
` -84' i 82. o + 71.8 00 1 w
/ / °° �s� 1 N n {{ 63.0 r w
r��� O �� 1 I / fob �> \ 1 / /a ^ I j
��i >� S� / l 163.4 \ J .10
TH 3 .2 \ \ \ 1 61.3 / o I I
STAKE TACK{ I I I v l / 1L0 aF''1 1 \ \1 N 1 O
EL.80.9 L / N 1 t T \ ., \ I /
� + 1
5 1
7 .6 I SPNE
'PROPOSED + 1 ly / Ao \ +611.2 !
/ RETAINING WALK X659 \ / I I FOUND
/ / I 1 ✓ \ \ ( I
I /o��HOLLOGSS
01 I 1 NOT TO SCALE
11-67.7 \� I, I 592 + I
+ 76.2 +16.8 1 1 \\ +66.9 \ \ \ \ \\ \\ +61.1 / I +58.3
+76.8 / / / j r - - - - - _ 403.7a \ \ +651
+68.8 j9g453 W \ \ I I I I I
157 p0 i +7a.a +57.5
\ �
�1 I72.0 D jop,CHER
W Xr� +72.4 ' +71.0 N�F JO
19.54'53 °o SITE PLAN
SCALE: 1"=30'
APPROIED DATE BOARD OF HEALTH MA
DATE
NOUS:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NM. ELEVATION ASSUMED .FROM QUAD.
4. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H10.
5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO
BE USED FOR ANY OTHER PURPOSE.
6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM($),
7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED.
8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
9. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
10. PIPE JOINTS TO BE MADE WATERTIGHT.
11. WATER TEST D -BOX FOR LEVELNESS.
DEPTH (in.) THI
ELEVATION
SOIL CLASS: I (SANDS, LOAMY SANDS)
0'A
67.0
PERC RATE: < 2 MPI (5 MPI DESIGN)
�r
SANDY
LOAM
PRESOAK- D00:00-0;09:45
10 YR
4/4
I
(24 GAL. < 15 MIN.)
r
,
66,7
4
i I
{
a
I
4
SAND
I
n, , " LEGEND
Y OUTHPORT
Yf :C i ' H �So WATER SHUT OFF VALVE
To
(_I{=K TO BE LOCATEDEXISTING WATER
79 [211 -2 e. . 3� � - PROPOSED LOCATION I DE N S 1 RR.
SII 1t?' 0 r
.- ON f
• ,- ��o GAS SHUT OFF VALVE
REC.,LI'JtD TO BE LOCATED
TOT, AT EL. (VARIES)
^ A -CESS COVER WITHIN 6' TO FIN. GRADE ///''-''--ACCESS COVER (WATERTIGHT) 2' DOUBLE WASHED PEASTONE - ...,�_ EXISTING GAS UNE
WITHIN 6' T❑ FIN. GRADE TO BE LOCATED N !
EL.74,0t
VER 2/ SLOPE REQUpRE OVER SYSTEM 6. MAX - LOCUS
M IMUM .75' OF COVER OVER PRECAST EXISTING PHONE LINE
TO BE LOCATED MID CAPE a EXIT I
EL.65.28t
RUN PIPE LEVEL n;��_ ��, EXISTING ELECTRIC LINE 7 /HIGHWAY
I PROP❑ ED 1,500 FOR FIRST 2' EL. -63.5 S$PTIC DESIGN: (WBADE DISPOSER IS NOT ALLOWED) gA6M1'OujF! CC • TO BE LOCATED RT.6
GALL SEPTIC NUMBER OF BEDROOMS: 4 _,,E EXISTING CABLE T.V. LINE
H-10 C] Q [� CD CD CD DESIGN FLOW: a BR x 110 G/D/BR 440 G/D GKI{r26; ,W` \
USE A 440 G/D REQUIRED DESIGN FLOW \J \V TO BE LOCATED
TANK - 10 ) GAS . EL.63,06 SEPTIC TANK:. - \U
BAFFLE EL63�P5 �� o EL.63.0 CD C] � 0 M 440 G/D (2) = 880 G/D
CD C3 r7 � m CJ C3 ID 0 USE PROPOSED 1,500 GALLON SEPTIC TANK EXISTING CONTOUR P
2 ♦=I 0 C3 C3 CI C-1 O O C7 LEACHING- + 70.6 EXISTING SPOT GRADE LOCUS MAP
a EL.61.0 3333. .
t t 6' CRUSHED STONE OR MECHANICAL
�- SIDE AREA 2' x 2' x (12.83'+33') = 183.3 SF -p/- PROPOSED CONTOUR SCALE 1" = 2000'
DEPTH OFFLOW 4' COMPACTION. (15.221 121)
3/4' TO 1 1 /2" DOUBLE WASHED STONE BOTTOM AREA: 12383' x 33' - 423.4 SF
6.5' SIDES• -183.3 SF x22.10 PROPOSED SPOT GRADE ASSESSORS MAP 94, PARCEL 1, IAT 4
REQUIRED TEE SIZES-
INLET'DEPTH 10' MIN. BELOW FLOW LINE + BOTTOM' 4234 SF O SOIL TEST HOLE FLOODZONE: C
14' MIN. BELOW THE FLIM LINE TOTAL 6067 SF
PROPOSED CAPACITY: 606.7 SF x 0.74 G/D/SF = 449 G/D O.K. SEE TEST HOLE LOGS
OUTLET!DEPTH ZONING DISTRICT:
MINIMUM YARD SETBACKS:
( MIN. SLOPE) ( V MIN. SLOPE) ❑rT❑M THI L 4s SEPTIC SYSTEM DESIGN DATA SIDE/REAR 20 ft.
(� MIN. LOPE) _
S TIC TANK 4 D' BOX 4' LEACHING FAJIL[TY SEE SOIL .LOGS ATO BE CONFIRMEp BY BUILDING COMMISSIONER
FOUNDATION 36'"-j-"- 1
SYSTEM PROFILE i
(
OWNER OF RECORD
NOT TO SCALE)
ROBERT
154 SOUTH $TRE STREET
SOUTH YARMOUTH, MA 02664
DEED 8K. 4128 PG. 169
PLAN BK. 246 PC. 106
off. 508-362-4541
fox 508-362-9880
down cape engineering, inc.
CIVIL ENGINEERS
LAND SURVEYORS
939 main St. yarmouth, ma 02675
1 ( /+50
\\ \\`-�6a.2/ / 1.0
\ +89.4 / / / / / / / / / / \ \ \ 168.14
#\87'37'23" E
- - +87.p
�s/Im , Rf�OW1 -- -1\\ �A 99
/ +8..0 / 1 / / / / / / I, TTI J l 0 PIT
63.9
J w / l l l l +77. / / S 87%3723" W I I i PROPOSED / N { 1
cn BOULDER/ / / 422.81( 1 1 I I$ I I X161.01
/ / X 62.0 X 63.0 DRIVEWAY o I
OPOSED / / I N 87'37 23 E�•2 /+ I
7TAINOdG/WALL // / i I J �! / , / 159.08 3R 11
+35.6 / / / / / / / I 56 v�r!/L/ I A6 93R..
+85.6 i I 1 Y 1 / / / ro I \\\ \ r+Y'y
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49,092 s.f. ^ / t
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1.13 OC.IP
I/f I 1 J PROPOSED I; I ' / PROPOSED 1 I/ I p I L1� >
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7 a� > WITH 4' OF STO00 GAL. NE ALIONGNG GTHE IDEHAMFERS S. -L//62.1 y 1 o L
e° 10� l
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LOT Jc w l
\ ` 1
1�- O PROPOSED -'� o { Tn'er. � I
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+83.1 `� SOF / 1 _
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/ / °° �s� 1 N n {{ 63.0 r w
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EL.80.9 L / N 1 t T \ ., \ I /
� + 1
5 1
7 .6 I SPNE
'PROPOSED + 1 ly / Ao \ +611.2 !
/ RETAINING WALK X659 \ / I I FOUND
/ / I 1 ✓ \ \ ( I
I /o��HOLLOGSS
01 I 1 NOT TO SCALE
11-67.7 \� I, I 592 + I
+ 76.2 +16.8 1 1 \\ +66.9 \ \ \ \ \\ \\ +61.1 / I +58.3
+76.8 / / / j r - - - - - _ 403.7a \ \ +651
+68.8 j9g453 W \ \ I I I I I
157 p0 i +7a.a +57.5
\ �
�1 I72.0 D jop,CHER
W Xr� +72.4 ' +71.0 N�F JO
19.54'53 °o SITE PLAN
SCALE: 1"=30'
APPROIED DATE BOARD OF HEALTH MA
DATE
NOUS:
1. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SHOWN ON THIS PLAN IS
APPROXIMATE. PRIOR TO ANY EXCAVATION ON THIS SITE, THE EXCAVATING
CONTRACTOR SHALL MAKE THE REQUIRED 72 HOUR NOTIFICATION TO DIG SAFE
(1-888-344-7233) AND ANY OTHER UTILITIES WHICH MAY HAVE CABLE, PIPE OR
EQUIPMENT IN THE CONSTRUCTION AREA FOR VERIFICATION OF LOCATIONS.
2. ALL SEPTIC WORK AND MATERIALS TO CONFORM TO 310 CMR 15.00 TITLE 5
AND YARMOUTH HEALTH REGULATIONS.
3. VERTICAL DATUM IS NM. ELEVATION ASSUMED .FROM QUAD.
4. DESIGN LOADING FOR ALL PRECAST UNITS
TO BE AASHTO-H10.
5. THIS PLAN IS FOR A PROPOSED SEWAGE DISPOSAL SYSTEM ONLY AND IS NOT TO
BE USED FOR ANY OTHER PURPOSE.
6. PUMP DRY AND REMOVE OR FILL WITH SAND ANY EXISTING LEACHING SYSTEM($),
7. ALL SEPTIC PIPING SCH-40-4" PVC UNLESS NOTED.
8. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
9. MINIMUM PIPE PITCH TO BE 1/8' PER FOOT.
10. PIPE JOINTS TO BE MADE WATERTIGHT.
11. WATER TEST D -BOX FOR LEVELNESS.
DEPTH (in.) THI
ELEVATION
SOIL CLASS: I (SANDS, LOAMY SANDS)
0'A
67.0
PERC RATE: < 2 MPI (5 MPI DESIGN)
SANDY
LOAM
PRESOAK- D00:00-0;09:45
10 YR
4/4
(24 GAL. < 15 MIN.)
4,
UNSUVABLE
66,7
< 9'1 0114:21
LOAMY
SAND
BOTTOM PERC, AT 66' EL.61.5
10 Y
5/6
NO WATER OBSERVED
28'
64.7
FINE SAND
DATE, 1/10/00
2S Y
6/4
EL S. FARIA, SE
ENGINEER; COW
150'
545
(DOWN CAPE ENGINEERING)
WITNESS, AMY VON HONE, RS
EXCAVATOR, OWNER'S EXCAVATOR
DEPTH (In.)
TH2 ELEVATION
SOIL CLASS, I (SANDS, LOAMY SANDS)
0'
69.0
PERC RATE, < 2 MPI (5 MPI DESIGN)
SANDY
LOAM
(ASSIGNED @ Cl)
10 YR
3/1
6'
UNSUVABLE
68.5
LOAMY
SAND
10 Y
5/6
A
NO WATER OBSERVED
36'N
66.0
LOAMY
SAND
10 Y
5/6
84'
62A
CP
FINE
SAND
2S Y
7/4
144'
57.0
ARNE H. OJALA, P.E., P.L.S.
HISTORIC SITE PLAN
OF LAND IN
YARMOUTHPORT, MA
PREPARED FOR SID SIDDHARDTH
LOCATED AT LOT 4 OLD HYANNIS ROAD
YARMOUTHPORT, MA 02675
SCALE: 1"=30' DATE: 9-25-00
REV. 10/27/00
30 0 30 60 90 Ft.
i
HISTORIC SITE PLAN
OF LAND IN
YARMOUTHPORT, MA
PREPARED FOR SID SIDDHARDTH
LOCATED AT LOT 4 OLD HYANNIS ROAD
YARMOUTHPORT, MA 02675
SCALE: 1"=30' DATE: 9-25-00
REV. 10/27/00
30 0 30 60 90 Ft.