HomeMy WebLinkAboutEngineer PlanALWAYS DIG SAFE PRIOR TO CONSTRUCTION --UTILITY LOCATIONS SHOWN INCOMPLETE.
GAS FLAGS FOR HOUSE 184 WHERE REMOVED AT TIME OF FIELD SURVEY.
JOB NO. Y07-05
NOTES
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1.
LOCUS IS A.M. 19, PARCEL 92.
NOT TO
DOUBLE SLEEVE SEWER LINE WITHIN 10' OF WATER SERVICE.
2.
ELEVATIONS SHOWN ARE ASSIGNED.
SCALE
3.
LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
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4.
ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
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5.
MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER.
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6.
COMPONENTS TO BE AASHTO H-10, UNLESS NOTED.
BENCH MARK--W-ilTE SPOT ON
7_
INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14".
6
-'
BENCH MARK--S.W. CORNER OF
BOTTOM STEP - 29 90 ASSIGNED
CORN PATIO BLK.=20.74ASSIGNED
8.
IF TWO OR MORE LINES, WATER TEST D-BOX FOR EQUAL FLOW
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0�
N /F
ANDERSON
LJJ
EXIST.
_':HOUSE
BENCH MARK --WHITE SPOTONSIDE
19.3
TOP CONC. BLOCK=20.82 ASSIGNEE
D�
19.2
208
S 84'35'oo" E
0 20�= 149.14Vt
_ 7 2 0.5 6 E
PAVED DRIVE o7i-1.Li- -«-2A� I1. ..:::.........
WW-»-24 -"- 2-Q.zZ99 W.......
W W 5W Q,
-- GNU
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9
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1 �000
20,64 N*20,91 Q
PAVED DRIVE Q
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20,3 TOTAL AREA= 1 4,380±S.F. m w
610
20.5 i
x
I� L
_ .... 7 -
--.......... 29.
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o - - - -
o 0 - -
os ---
0
2 �As ur t 21.
0 r- OCCUPANT FOR 182 REPORTS
19,9
F?
5
(BLUE PAINT OVER FROM WATER DEPT.) D-BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. N South Sro
9. DEPTH OF COMPONENTS NOT TO EXCEED 3% OR VENTING MUST BE PROVIDED.
COVERS: BUILD UP COVERS TO 6" BELOW GRADE--1 ON D-BOX, 1 ON LEACHING
10. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEA STONE ON TOP. LOCATION MAP
11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12. IF AN OVERDID IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
EX. GAR. IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). HAND BORING 1
13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
21.2 LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches) ELEV.(feet)
+ 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONS. 0 20.9
21 lcFill
A layer 10yr 2/2
loamy sand
B layer 10yr 6/8
loamy sand
Cl layer 2.5y 6/6
med. fine sand
C2 layer 2.5y 6/2
sandy loam
,obser_ved water _
21�
5'T3
m a -
N
z GAS APPLIANCES --DIG SAFE 3
z MARKED 'NO GAS' TO 182.
0SERVICE PROBABLY RUNS FR N N
X " HERE TO BACK HOUSE. 8
c U,C
138-41't
N 84-35'00" W
N /F
HOMSI
PLASTIC TANK MAY BE USED
DUE TO TIGHT SPACE, IF SO
RAISE TANK INVERTS SHOWN
BY .06'
MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1. VARY LEACH AREA TO PROPERTY LINE BY UP TO 6' (4' MIN PROVIDED).
VARY LEACHING TO CRAWL SPACE BY 10' (10' PROVIDED)
VARY SEPTIC TANK TO DWELLING BY UP TO 4' (6' MIN. PROVIDED).
310 CMR 15.211 (1)
2. VARY SEPARATION TO HIGH GROUNDWATER BY 1' (4' PROVIDED).
310 CMR 15.212
3. NO RESERVE AREA IS PROVIDED. 310 CMR 15.248
4. VARY REMOVAL BY 1' (4' PROVIDED). 310CMR 15.255 (5)
5. VARY COVER OVER TANK BY 3" (6" PROVIDED). 310CMR 15.228 (1)
6. DOUBLE SLEEVE SEWER LINE WITHIN 10' OF WATER SERVICE.
HAND BORING LOCATION, NUMBER
WATER LINE MARKINGS
-
OVERHEAD ELECTRIC WIRES (IF SHOWN)
9. x f3.1'
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
�6--`
EXISTING CONTOUR
8-°
PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
x -
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
a
N/F
BUCUVALAS
N /F
SHIPLEY
CLOTHES
LINE
POLE
TEST HOLE DATE: May 16, 2007 loll
PERFORMED BY: Ron Cadillac, Soil Evaluator 15"
WITNESSED BY: Amy Von Hone, RS, CHO
PERC RATE:.. <2'-00"/inch (C layer)
SOIL SURVEY(1993): Carver coarse sand 32"
GEOLOGIC MAP(1986): Harwich outwash plain deposits
Invert 19.31
Exist. Cast Iron Invert 18.66
Cut into @ Bulkhead Use Gas Baffle
Invert 18.46
U 6" ver Proposed
S=1 /4"/ft
se ca
Proposed
S=1 /8"/ft
I Invert 19.91
1500 Gal.
r i Proposed
r
Septic Tank
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�
r �
r
I
Invert 18.63 Invert
18.40
��
I 6 Stone or compact
Proposed
Proposed 6'
- 3' I
T-I- 20 �
I -a
; 3
i n'- i- 2,-
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0
co 2,
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DESIGN DATA
B'DROOMS:
3
GARBAGE GRINDER:
No
REQUIRED CAPACITY:
330 GPD
PROPOSED SEPTIC TANK:
1500 GAL.
EFFECTIVE LEACHING AREA:
750 SF
5.0 SF/LF X 7.5'/UNIT=37.5 S.F/UNIT
12 UNITS X 37.5 SF/UNIT=450 SF(EFFECTIVE)
DESIGN CAPACITY:
333 GPD
[(450 SF) X .74 GPD/SF]
BENCH MARK --TOP & CENTER OF
CONC. BOUND=21.41 ASSIGNED
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
HEALTH AGENT APPROVAL
DATE
12 CONTACTOR 100'S 88„
18.94
Top UnitsO Filter Cloth
4" Inspection
Port
---------- - 8„
T
17.9
4 Bottom
EI.=13.9
0.6' of 0.9' USGS Adjust-
ment Is Provided- -Mash29 10"
May 07--Zone A
16"
LEACH AREA 36„
(SEE MODIFIED CERTIFICATION FOR GENERAL USE --REV. 7/24/06) 2
EXCAVATE A 22'-6" BY 12' FOOTPRINT. USE 12 CULTEC 52"o
H-10 CONTACTOR 100'S SET IN FOUR ROWS AS SHOWN. 60"
LAY FILTER CLOTH OVER CONTACTORS AND BACKFILL TO
TOP OF UNITS WITH CLEAN SAND FROM A GRAVEL PIT, OR
VIRGIN Cl LAYER FROM SITE MAY BE USED IF IT CAN BE 97.5
KEPT CLEAN AND FREE OF TOP AND SUBSOIL. 100'
REMOVAL
DO 4' ALL AROUND REMOVAL, AS SHOWN, DOWN 36"f 108'
TO MEDIUM FINE SAND.
Permit valid for REPAIR OF SEPTIC SYSTEM
ONLY, due to State and Local septic variances.
Bard of Health review and approval is required
for any future additions/renovations/alterations to
sewage facilities and/or structures/dweWng.
Yarmotet6 Health Department
APPROVED / "k
. i wq l
SITE PLAN
FOR
I on , I MIMS; � 1 001 636
91"
104"
18.2
13.6
13.3
12.2
HAND BORING 2
DEPTH (inches) ELEV.(feet)
0 21.4
Fill
E layer 10yr 5/2
loamy sand
B layer 10yr 4/6
loamy sand
Cl layer 2.5y 6/6
med. fine sand
C2 layer 2.5y 6/6
fine sand
_observed water
C3 layer 2.5y 6/6
med. fine sand
P lE 6
A,I)ri 1 0 �2007
HEALTH DES ____ _
18.4
16.4
13.3
13.1
12.4
LOTS 7 & 8, 182
&
184 SEAVIEW AVE, S.
YARMOUTH, MA
JUNE
19
2007 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS, P.C.
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
P.O. BOX 258
WEST YARMOUTH, MA 02673
02007 BY R.J. CADILLAC (508) 775-9700 PAGE 1 OF 1