HomeMy WebLinkAbout83-1893 - Site Plan 22.3
r25
2.6
2.s
2.9
2.5
2.8
= 4.6
4.4
1W 1
it
1
111
1 PROP. SILT FENCE WORKLIMIT
11
1
\ 6.4
1
N/F
OWOCKI , 6Y45
4
R,qO'3,n
7.3
N /F
OWOCKI
8.o 8.8
4 5++35 , s. al
I
JOB NO. Y11-0,
NOTES SCHWELM.DWG
1. LOCUS IS A.M. 42, PARCEL 157. FB 26/1-2 SB 1
2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 11.
N/F 3. LOCUS IS IN FLOOD ZONE A11(EL. 11) ON FIRM DATED JULY 2, 1992.
4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
WHITE 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
9.4 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2"
7 MIN. 1/8 TO 1/2" PEA STONE ON TOP.
i i I 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND;
55 '+` ; PROVIDE VEGETATED DRAINAGE SWALE CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
I N/FELIMfNATE i i 5'5� /� v 6.7 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
I IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
1 OWOCKI ISLAND i "" / s6 /% 9 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
\ 5 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
/ 66p 47' SWALE _____--------8X3 1 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. TEST HOLE 1
x 3.7 1 j i / „� _ 1-F--- 8,4 S 7_ 1 8,6
`\W 3A 1` 5 ;i/,g _______--- N tJ _ Y 3 TEST HOLE DATE: January 28, 2011 DEPTH (inches) ELEV.(fe
BENCH MARK --TOP DISC ON 9, , , 0 __--- -'St {}TH 1 I PERFORMEDBY: Ron Cadillac Soil Eva t
ua or
55
\ CONC. BOUND=6.70 NGVD29 I /� ✓ - ' Imo„ a2 82\ WITNESSED BY: Amy Von Hone, RS, CHO 0
\ 1 1 I PERC RATE: <2'-00"/inch (C foyer) 4"
7,6 x 11 11 1 2 SOIL SURVEY(1993): Carver coarse sand
THS` 6 ' GEOLOGIC MAP(1986): Harwich outwash plain deposits g
/ N/F
14' ya X9.3 / DESIGN DATA
BUTLER
5 is ° t • 5'72 '' 11. o t -- 27"
\ , I 1 II 6s o - W 1- BEDROOMS: 3 u
`1 W 5A �' 1`
6,W1 OR1VE 10 X 11.311 m i 8v5 ss GARBAGE GRINDER: No "a
4.4 O REQUIRED CAPACITY: 330 GPD 45
\ 6.1 8.a m ii J 1i PROPOSED SEPTIC TANK: 1500 GAL.
i
m\1 i 6c, p,l c QF`Oe 1/ ' w a X _4 1L ---__J O EFFECTIVE LEACHING AREA: 482.4 SF
o \ 1 % " - 6.5 I p 1 6.7 SF/LF X 8'/UNIT=53.6 S,F/UNIT 68
N/F N 1', o 0 9 UNITS X 53.6 SF/UNIT=482.4 SF(EFFECTIVE)
X11 OWOCKI ;,v 11lo _ ',_ - 0 1
N -� - DESIGN CAPACITY: 357 GPD
m 120
0 layer
A/E layer 10yr 4/2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 10yr 6/6
medium sand
(5% gravel)
observed water
\ "- i \ 1` 1 0 0 [(482.4 SF) X .74 GPD/SF1
r O N 1 8,6
`n 11 ..,5.'t 't\6.1 1�\ E LOT 10 , I 9, LEACH AREA TEST HOLE 2
\ `1 A 9 18 375± S. f . 171 x 11.4 51 7�' (SEE MODIFIED CERTIFICATION FOR GENERAL USE --REV. 2/22/10) DEPTH (inches) ELEV.(fe
PROVIDE
25 53 1 6.2 `N " 6'2%' \ '03 USE 9 CULTEC C-4 UNITS IN THREE ROWS AS SHOWN. EXCAVATE
1
2,6
SITE PLAN
FOR
CLARE & FREDERICK C. SCHWELM, JR.
LOT 101 20 BASS RIVER TERRACE, SO. YARMOUTH M�
FEBRUARY 3, 2011 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
lA'EST YARMOUTH, MA 02673
(508) 775-9700
PAGE 1 OF 2 OC 2011 EY F.J. CAD:' -LAC
\ PIPE i� \\ a 5'L' A 12' X 24' RECTANGLE, AS SHOWN. RUN PERFORATED PIPES LEVEL 0
\ UNDER �'\ 0 85 DOWN CENTER OF EACH ROW SET BETWEEN CENTER HUMPS. CAP ENDS. 4"
\1 DRIVE �' �\' x 2 8 5' REMOVAL
\ 4 i \ CA I .2 81,
a. i 1`; I`\ b0 5' ALL AROUND AND UNDER REMOVAL DOWN 3'f TO
• s4 \\W H 1\\6.SWAIE------------------- �9.2 C LAYER.
8.5------ -
34.,
1 6.2 _
+1 i`�6 7.5 +--------
\ \ �`,\ \N ___-' ' 88 LEACHING SECTION
7.2-_---- GRADE CHANGES
12.2 ARE PROPOSED
-- \
4.3 �` Proposed Top Foundation
y
. • BEInvert 9.50
NCH MARK --TOP DISC ON invert 9.10 \\ 71 69 \ �` CONC. BOUND=7.37 NGVD29 Proposed PVC 9 CU
\ Use Gas Baffle C-4 UNITS
\ � �_J `x\6,5 7,3 Invert 8.80
% �` 120"
0 layer
A/E layer 10yr 4/2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 10yr 6/6
medium sand
(5% gravel)
observed water
6 9 min.
PROVIDE VEGETATED DRAINAGE SWALE S=1 �8 /ft+ cover Proposed
-7 9.21
\ ` \
• 4.2-
\ 6\' \ Proposed S=1/8"/ft+ Top Units@Filter Cloth
\\ ` \ � Invert 9.35 1500 Gal.
• 4.4 N/F \ :� `;` \` N/F ; Proposed Septic Tank ___________ „ 1
\\ ' , . 3 1
OWOCKI TUERSTRT
W EA `� I �. _ `_� \_ ` I Invert 8.97 Invert 8.75 8.5
7,7 I 6 Stone or CompaCt Proposed Proposed I 5 Bottom 'o 10,00 ii 10.27
I 1 15
10' --� -- 11-7 N i-2:-�Hi h Ground Water=3.5 I i 10.09
I _` 5 1' OF 1.7' USGS Adjustment 1
`� < Provided UsingMASH29
6' `� I ` \�� �` • 81 M Jan 2011--Zne A*
• 4.1 OBSERVED WATER=2.5
I �\ 9 , ��\ EDGE PROP. WAY *Lanus ie within 300' of Run Pond F 9F
I �S EDGE EXIST.
1
DIRT WAY Shrub Meadow Swamp
7�
I s - \ � q, /�
1 ` R, ��
, PROVIDE VEGETATED DRAINAGE SWALE
+A 9.63
j80o�8 82 STREET SIGN �` ° 9.4 '/19.s
PROP. SILTII FENCE WORKLIMIT ���' . 9.1 9 I
1 W DA 11
. 72'8F7�
���� EXIST. HAND- DUG F
�F `, DRAINAGE �'� 913
4J 9.3 `F.'3 . % 9,3
-3 q� ---- 8 8 70.71, ,, 5
Q 0 1 ``�. 7 O 2 \ -�. ---_- 9 s _.�_ - - - - - - - -- -----------
0
- - -"-v �8.8 / . 8.8
. 7.55 _____ _
Q _ 84-------
8.2 - �o e�---- e �2
THIS PLAN IS A VALID COPY ONLY IF IT BEARS I I'7 ------ _ o __
- a�----- - - r 8.9 9 6
AN ORIGINAL RED STAMP AND SIGNATURE. I 27 - - 8�3 ee o -0- 2 - f e.4 - e --; -�'
r of ss� F�u� * °��y° I e -
-E ,28 - E
------
Ny N/F / �.0 E ��`;�---E E8.38 8 69-- 8.8
N .� <� :...y e _ 'I"/S 8,7-��,,g•,--
J .. �-, Io .�� ` t " I %• 8,66
CADILLAC �CADILLACJ°> <' W C /y� /y 89 TU ERS TR. PAVEMENT
# 1060, .p # 35779 e + r 0� ' 70'72' 8,75
R o a,. ; 1 )' IS SF WATER VALVE /
FarsTeR� t Ess o r+r / FOUND N F
F sgN+Tna a� `1 o suRVEyo �` r ` / BASEMENT - � 9.3
COTE DISCHARGE
\ EXISTING
syrr a.7 10 HERE N/F
\wB N05SITER ISLAND
1 3
70 9.2
\ to EXIS7T14nl,,,,Ek/
\ NO. 10 9 NO T, NOUS
HEALTH AGENT APPROVAL DATE \ �o e REv
9.54 li
f I I
9 8 l )
- (�OOV1 I
i
�J 9,3M i 9,54
IL? 913 SO
a 00.\� 1942,
� I I
9.32
\1
9.2
./28/11—ENTRANCE ISLANE
LEGEND
} TH 1
TEST HOLE LOCATION, NUMBER
-+W--
PROPOSED WATER SERVICE
W-
EXISTING WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
9.5 x 8.7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POI
2 3
/-6--�
EXISTING CONTOUR
._g--
PROPOSED CONTOUR
0
UTILITY POLE (IF SHOWN)
x
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
SITE PLAN
FOR
CLARE & FREDERICK C. SCHWELM, JR.
LOT 101 20 BASS RIVER TERRACE, SO. YARMOUTH M�
FEBRUARY 3, 2011 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
lA'EST YARMOUTH, MA 02673
(508) 775-9700
PAGE 1 OF 2 OC 2011 EY F.J. CAD:' -LAC
\ PIPE i� \\ a 5'L' A 12' X 24' RECTANGLE, AS SHOWN. RUN PERFORATED PIPES LEVEL 0
\ UNDER �'\ 0 85 DOWN CENTER OF EACH ROW SET BETWEEN CENTER HUMPS. CAP ENDS. 4"
\1 DRIVE �' �\' x 2 8 5' REMOVAL
\ 4 i \ CA I .2 81,
a. i 1`; I`\ b0 5' ALL AROUND AND UNDER REMOVAL DOWN 3'f TO
• s4 \\W H 1\\6.SWAIE------------------- �9.2 C LAYER.
8.5------ -
34.,
1 6.2 _
+1 i`�6 7.5 +--------
\ \ �`,\ \N ___-' ' 88 LEACHING SECTION
7.2-_---- GRADE CHANGES
12.2 ARE PROPOSED
-- \
4.3 �` Proposed Top Foundation
y
. • BEInvert 9.50
NCH MARK --TOP DISC ON invert 9.10 \\ 71 69 \ �` CONC. BOUND=7.37 NGVD29 Proposed PVC 9 CU
\ Use Gas Baffle C-4 UNITS
\ � �_J `x\6,5 7,3 Invert 8.80
% �` 120"
0 layer
A/E layer 10yr 4/2
loamy sand
B layer 10yr 5/8
loamy sand
C layer 10yr 6/6
medium sand
(5% gravel)
observed water
6 9 min.
PROVIDE VEGETATED DRAINAGE SWALE S=1 �8 /ft+ cover Proposed
-7 9.21
\ ` \
• 4.2-
\ 6\' \ Proposed S=1/8"/ft+ Top Units@Filter Cloth
\\ ` \ � Invert 9.35 1500 Gal.
• 4.4 N/F \ :� `;` \` N/F ; Proposed Septic Tank ___________ „ 1
\\ ' , . 3 1
OWOCKI TUERSTRT
W EA `� I �. _ `_� \_ ` I Invert 8.97 Invert 8.75 8.5
7,7 I 6 Stone or CompaCt Proposed Proposed I 5 Bottom 'o 10,00 ii 10.27
I 1 15
10' --� -- 11-7 N i-2:-�Hi h Ground Water=3.5 I i 10.09
I _` 5 1' OF 1.7' USGS Adjustment 1
`� < Provided UsingMASH29
6' `� I ` \�� �` • 81 M Jan 2011--Zne A*
• 4.1 OBSERVED WATER=2.5
I �\ 9 , ��\ EDGE PROP. WAY *Lanus ie within 300' of Run Pond F 9F
I �S EDGE EXIST.
1
DIRT WAY Shrub Meadow Swamp
7�
I s - \ � q, /�
1 ` R, ��
, PROVIDE VEGETATED DRAINAGE SWALE
+A 9.63
j80o�8 82 STREET SIGN �` ° 9.4 '/19.s
PROP. SILTII FENCE WORKLIMIT ���' . 9.1 9 I
1 W DA 11
. 72'8F7�
���� EXIST. HAND- DUG F
�F `, DRAINAGE �'� 913
4J 9.3 `F.'3 . % 9,3
-3 q� ---- 8 8 70.71, ,, 5
Q 0 1 ``�. 7 O 2 \ -�. ---_- 9 s _.�_ - - - - - - - -- -----------
0
- - -"-v �8.8 / . 8.8
. 7.55 _____ _
Q _ 84-------
8.2 - �o e�---- e �2
THIS PLAN IS A VALID COPY ONLY IF IT BEARS I I'7 ------ _ o __
- a�----- - - r 8.9 9 6
AN ORIGINAL RED STAMP AND SIGNATURE. I 27 - - 8�3 ee o -0- 2 - f e.4 - e --; -�'
r of ss� F�u� * °��y° I e -
-E ,28 - E
------
Ny N/F / �.0 E ��`;�---E E8.38 8 69-- 8.8
N .� <� :...y e _ 'I"/S 8,7-��,,g•,--
J .. �-, Io .�� ` t " I %• 8,66
CADILLAC �CADILLACJ°> <' W C /y� /y 89 TU ERS TR. PAVEMENT
# 1060, .p # 35779 e + r 0� ' 70'72' 8,75
R o a,. ; 1 )' IS SF WATER VALVE /
FarsTeR� t Ess o r+r / FOUND N F
F sgN+Tna a� `1 o suRVEyo �` r ` / BASEMENT - � 9.3
COTE DISCHARGE
\ EXISTING
syrr a.7 10 HERE N/F
\wB N05SITER ISLAND
1 3
70 9.2
\ to EXIS7T14nl,,,,Ek/
\ NO. 10 9 NO T, NOUS
HEALTH AGENT APPROVAL DATE \ �o e REv
9.54 li
f I I
9 8 l )
- (�OOV1 I
i
�J 9,3M i 9,54
IL? 913 SO
a 00.\� 1942,
� I I
9.32
\1
9.2
./28/11—ENTRANCE ISLANE