HomeMy WebLinkAbout83-1893 - Site Plan2.5
2.6
2.6
� L.9 1 W 1
JOB NO. Y11-02
I N /FNOTES SCH WELM.DWG
I A_16a Ste,,
I OWOCKI ' 6.a R=ap pp 1. LOCUS IS A.M. 42, PARCEL 157. FB 26/1-2 SB 12/24
N/F 2. ELEVATIONS SHOWN ARE NGVD29 BASED UPON TOWN MONUMENT NO. 11.
N/F3. LOCUS IS IN FLOOD ZONE A11(EL. 11) ON FIRM DATED JULY 2, 1992,
OWOCKI 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
PROP. SILT FENCE WORKLIMIT ++ ` WHITE 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
+. 9.4 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
2.s s4 \ 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
i s;4 t1 D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET.
1 80 88 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
i6.4 i l 5+35 , s. 8.1 COVERS: BUILD UP COVERS TO 6" BELOW GRADE --2 ON TANK, 1 ON D -BOX, 1 ON LEACHING 1 [ ; s'4 Q \ I 10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP.
11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
5,E/ / 5'5' \, ; PROVIDE VEGETATED DRAINAGE SWALE CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
i 6 - 12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
28 N/F ELIMINATE I i 5,5� ,'� . IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3).
OWOCKI ISLAND 9 I 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
i
5 i f� __&3 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT.
66 SWALE-__---- 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS.
0.47 ---- I TEST HOLE 1
t�l I -____- 6.4 _ +� 8.6
W 3A II II f� .B ---------- 3 ` TEST HOLE DATE: January 28, 2011 DEPTH (inches) ELEV.(feet)
2.5 \ 5 _-- N N s 3 T 1 \ PERFORMED BY R C d'll S 'I E I t
/ BENCH MARK --TOP DISC ON X J on a I ac, of va uo or 0
\ CONC. BOUND=6.70 NGVD29 1 I I - D- 2 \ WITNESSED BY: e
Von Hon RS C 0
\\
56 /� / j S.e\ PERC RATE: <2YDO"/inch(C layer)4"
7,1 7 2 ` �l SOIL SURVEY(1993): Carver coarse sand
x11•Q':: _ GEOLOGIC
MAP(1986): Harwich outwash plain deposits
8,
TH
4.6 f
N/F
J�\ 55 s'7e I' a ,; yy BUTLER DESIGN DATA
\ 1 i II BEDROOMS: 3
6, 11. C7 + �7„
2,5 1 W 5A I i 1 j pR1VE \ 0N
lI x I I ' 8 5 8 GARBAGE GRINDER: No a
. 4,4 1 it i 51 ; 6.71-- - i < x N REQUIRED CAPACITY: 330 GPD 45..
O m v PROPOSED SEPTIC TANK: 1500 GAL.
� = 8.4 `� 1 I > I J
\\ t 6.c Quo �, lw x -_4 -, u--___� EFFECTIVE LEACHING AREA: 482.4 SF 68"
t 11 5.9 1 6.7 SF/LF X 8'/UNIT=53.6 S.F/UNIT
\ N/F N ' it 1 11,1;,, 6.5 Op s ; 9 UNITS X 53.6 SF/UNIT=482.4 SF(EFFECTIVE)
` 11 OWOCKI o ' 1 +1`111 - z U1 a DESIGN CAPACITY: 357 GPD
23
LEGEND
N
0- TH 1
TEST HOLE LOCATION, NUMBER
�V-
PROPOSED WATER SERVICE
W-
EXISTING WATER LINE MARKINGS
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
5 x 8.7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POIN
2.3 ,-6---
EXISTING CONTOUR
-8--
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, MA
FEBRUARY 3, 2011 SCALE: 1"=20'
RONALD J. CADILLAC, PLS, ISS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
PAGE 1 OF 2
0Q,
02011 BY R.J. CADILLAC
8.2
0 layer
A/E layer 10yr 4/2
loamy sand
B layer 10yr 5/8
loamy sand
5.95
C layer 10yr 6/6
medium sand
(5% gravel)
observed water 2.5
-1.8
r\ o_ i 1 t'1111 o [(482.4 SF) X .74 GPD/SF]
�p N 8.6
U' 1 t LOT 10 �= F
1 9.1 LEACH AREA TEST HOLE 2
tP 1 = \5. 1 'tA 6,1 11116.1 6.S OC �x 11 .4 '
53 \ 1 1 1 P 9 18 3 7 5 S . F . !*1 ' '� (SEE MODIFIED CERTIFICATION FOR GENERAL USE. --REV. 2/22/10)
PROVIDE t= 6.2 62�`,\ p `� � 51.76 DEPTH (inches) ELEV.(feet)
\ > D USE 9 CULTEC C-4 UNITS IN THREE ROWS, AS SHOWN. EXCAVATE 0
i PIPE \ 0 2 A 12' X 24' RECTANGLE, AS SHOWN. RUN PERFORATED PIPES LEVEL
1 1 \ 1`\ 3 5 DOWN CENTER OF EACH ROW SET BETWEEN CENTER HUMPS. CAP ENDS.
UNDER es 4"
t ti t\\; x •2 8
\1 DRIVE V REMOVAL 8„
1 \'\ CP 2
1 01i 4 \` �1\\ 9.2 DO 5' ALL AROUND AND UNDER REMOVAL DOWN 3'f TO
•
5.4 \��__-------- C LAYER.
\
SWALE_-------_
W Ht t \ 6.6 - 34"
1 .1 6.2 t \ - ��-
\ 7'5 $ -----43
138 . ' • B. 88 LEACHING SECTION
\ 67�2______ GRADE CHANGES
A'\ 12.2 ARE PROPOSED
= \ 4.3 \V �1 t�\ a t V \
t A t� a
�p t \, � 9< Proposed Top Foundation
6.6 \\'\ ' Invert 9.50 71"
BENCH MARK --TOP DISC ON Invert 9.10 9 CULTEC
\ \\ 1 ` CONC. BOUND=7.37 NGVD29 Proposed PVC
6 9 14\\ Use Gas Baffle \ C-4 UNITS
Invert 8.80 ��\ 6.5 z3 120„
8.4
0 layer
A/E layer 10yr 4/2
loamy sand
B layer 10yr 5/8
loamy sand
5.7
C layer 10yr 6/6
medium sand
(5% gravel)
observed water 2.5
Pro
PROVIDE VEGETATED DRAINAGE SWALE 9" min. cover
Proposed
P
7.7 S=1/8 /ft+ 9.21
Proposed S=1/8"/ft+ Top Units@Filter Cloth
N/F \ 7e �` \ ° Invert 9.35 1500 Gal.
----------
• 4.4 \ �� `� \ 6,6 7.3 N/F I Proposed Septic Tank __ �3
OWOCKI \\ �� °��� \ TUERS, TR.
6.8 1 ,
1W EA �`� I\\68 = 0\` X73 i Invert 8.97 Invert 8.75 8.5 '
7.7 1 6 Stone Or compact Proposed 5 Bottom xo 1 10.27
I 1 P P Proposed 1 10.0
5 I I
f-- 10' --I r-- 11'-� i N r--2 Hi h Ground Water=3.5 I 10.09
, I I II
5 1' OF 1.7' USGS Adjustment I
< Provided Using MASH29 I,
`<0 \`�; G Jan 2011 --Zone A*
4.1\7.B EDGE PROP. WAY * OBSERVED WATER=2.5
i �.I `� \� '�\� A • Locus within 300' of Run Pond
9 EDGE EXIST
I 9, SII
Shrub Meadow Swamp / � � • II
II `7v \ \ �q,��! DIRT WAY PROVIDE VEGETATED DRAINAGE SWALE /�963
Qo�s, as MOVE STREET SIGN ��` 94 19S
PROP. SILV FENCE WORKLIMIT b 91-�-
I w DA 6J 7287\'\ EXIST. HAND' DUG
�\ DRAINAGE 413 4 9.66 ` 976
• 4.7 \+++ •�\\ �•��� +•``�� = 9.3 ' �'3 i�9.3 3
1
9
.9S
7.3 8.8 70.71 1 54
�:' f 9.8�
7,55 7 9x .-- -._-------- -
p. 2II V✓+` 7 _ - -- -------s =4------- 9.2 -"--------'�-�'B'--6.8
I i
THIS PLAN IS A VALID COPY ONLY IF IT BEARS 1
AN ORIGINAL RED STAMP AND SIGNATURE.
A
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1 6 3 C N� yOCi
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0
RFa,sT=R� ri ° oe l
5.5
\W B
\ I
\
HEALTH AGENT APPROVAL DATE \\
�Q':.r �U✓ 8.2 c ` -8&&g-o= -8d--------- 80 _-------------£.6 f�8,9 9.6 �2 - - - 9, 8 V li
C
g �a2---- -ee---C�--- f ------- --- 9.2() 00
27 F $3 -----BIL_ ;� 8.2 lL 8.4 8.7
8.28 ```�'`b:T- __ -5.3-- _ ____- /_ -----------------`$-��---
E -E �_-E i� -sus- L - '� --x-7-0___---
N/F I �7-E E8.338 e7 8.69 _ 88
TUERS, TR. PAVEMENT a.6 B66 39 \ J 93`1 ' 954
Bs 70.72' B.7s �� 9.0 �' � II
WATER VALVE '9" 1
FOUND N/F 9.3= 9.3 R,. ��?
BASEMENT ��� soo tea': � 91,3
COTE DISCHARGE 92 9.42
8.7 10 HERE N/F ELIMINATE I,
NOSSITER ISLAND vv
1 I I
5.32 I I
I
- 112 3 B �� II
1 Ip 9,2 , I II I
1o, n EXIST. HOUSE9 os N0. IST, NO I II
N0, U I I
70o SE I 1
9,241 1