HomeMy WebLinkAboutEngineered Plan - 1996�._ .. •� �,, , .. � ». O' 1 a� 'S. .NOT TO
9 SCALE
1. LOCUS IIS A.M. 18, PARCEL H3 -H --L•
MAXIMUM FEASIBLE OPLIANCE APP'ROV'ALS REQUESTED: 2. ELEVATIONS SHOWN ARE ASSIGNE[�. RTE q- � 28
a • , 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JULY 2, 1992.
a _ 4. ALL PIPES TO BE 4' SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) m
c� 1. VARY SEPARATION TO GROUNDWATER BY 0.9' (4.1' PROVIDED). 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER. 1
CO 310 CMR 15.212. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. ='
m 2. NO RESERVE AREA SHOWN. 310CMR 15.248. 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". Silverleaf Lane
d y� "4 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW
D --BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. a. D
l}c 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
r, REMOVE ANY CLOGGED SOIL FROM BUILD UP COVERS TO WITHIN 1' OF GRADE, MORTOR CHIMNEYS IN PLACE.
• �° OLD CESSPOOLS WHICH IS UNDER -TOP ONE COVER OF TANK TO BE WITHIN 6" OF GRADE.
BENCH. MARK - -TOP ASSIGNED OF NAIL SET 14. STONE TO BE DOUBLE WASHED 3/4 TO 1 1/2" WITH 2" MIN. 1/8 TO 1/2" PEASTONE ON TOP. I LOCATION MAP
OR NEXT TO LEACH FIELD, IN PAVEMENT
11. tF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
CONTACT THE BOARD OF HEALTH, OR R.J. CADILLAC.
12, IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1
or 14
IS TO BE CLEAN GRANDULAR SAND MEETING SPECIFICATIONS OF 310CMR 15.255(3).
x.13.9 Y13. PUMP AND FILL ANY EXISTING CESSPOOLS. .
14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATIONSDEP H (inches) ELEV. feet
13.8 /� . , .. ( )
BENCH MARK --TOP NE CORDER ilx 3.5
BOTTOM STEP=13.69 ASSIGNED TESTHOLE
''c 13.Q � 13.8 OLE DATE: August 22, 1996
PERFORMED BY: Ron Cadillac, Soil Evaluator 1 }
x 4. - 34 REPLUMB EXISTING SEWER LINE TO 14,16± WITNESSED BY: Peter Bryanton, Inspector
8 PERC RATE: <2'-00"/inch (C layer)
x 13.9 EXIT AT REAR, .OF FOUNDATION WITH TOP FOUND.
4✓ 6 6S r „ SOIL SURVEY(1993): .Carver coarse sand „
O \ D�r;c�3, X '� ITS CENTER 13 1/4 BELOW TOP GEOLOGIC MAP(1986): Harwich outwash plain deposits 3,0
F,�7ONDATION. Invert 12.88 L
F 13. Proposed Invert 12.39 42"
(�% YU•Si�EVICZ / Use Gas Baffle
F /
t_0T L 14.3 Invert 12.00 --/ �' / Proposed
/ � '
� x 13.6 12.2 � /�
7 TOP PEA STONE 116'
13. 1500 Gal.
/ O
14.8
12.3
5.1
3.6
°� __ 1.3__3 >1-11.4 // x 13.9 Invert 12.64 - - - - 6>,
13 5 Proposed Invert 12.17 Invert 11.80 111.20
1 5 Use 6 Stone under Proposed Proposed 4
Bottom
X. 13.8 j_'-`� I �� i i varies
N �' ,
�i = 0 .11� I 12' 10 max 2.1' 8/'10 Yr. Adjustment
! NO GRADE CHANGES ARE PROPOSEb Using MIW29-Aug.96-zone B
4.0 SA - • DESIGN DATA
Q Oa,11: See Sail Evaluation Report
I - OBSERVED WATER=5.1
BEDROOMS, .3
0 • M
GARBAGE GRINDER: No
-X
14.8 T4.2 - X1.4.2 ? REQUIRED CAPACITY: 330 GPD
LEACH AREA
X 14. 4" j� x "14.0 - SEPTIC TANK: 1500 GAL.
�'"'k 11 �0'. BOTTOM LEACHING AREA: 462 SF USE 21' WIDE BY 22' LONG BY 6" DEE14
LEACHING BED. USE 4 LINES OF PERFJRATED
N/F OBRIIEN [(21' x 22')] PIPE PITCHED AT 1 " ,
SIDE LEACHING AREA: /16 /FT. AND SPAC D 5
a 4
15.4 --- �___= '*� B 4' 14.6 [ NONE ] APART AND 3' FROM SIDES OF BED. CAP ENDS
�• `4DESIGN ,CAPACITY: 341 GPD OF PERFORATED PIPE 3' FROM EDGE OF BED.
�
. "�►1 �. [(462SF) X .74 GPD/SF] t,
i� o �63' 15.2
x 15.9 Q,p�
15.2
�' 15
a 6ENCH MARK --TOP OF -WOOD
15.9 STAKE SET FLUSH=15.00 ASSIGNED
x 16.1 r
SITE PLAN
FOR
' THIS ,PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE. EI LEEN C, COREY
a"oF�c ; ARM OLS TH, M A
�GEN�D v � � � ��,� � ��, � o LOT L 17 SILV'ERLEAF LANE, IAV.
�-,O t . ��� RONALn -
�`A 'iL"Q NOV 0 8 1996 NOVEMBER 4, 1996 SCALE: 1 "= 20'
• HB 1 -HAND BORING LOCATION, NUMBER
-WATER .LfNE MARKINGS
HEALTH DEP?.
`Ol EXISTdNG DRAINAGE CATCH BASINgNiTA,*�
--CSE ' OVERHEAD ELECTRIC WIRES. (IF SHOWN)
I
x 9.5 "11.0 EXISTING &,PROPOSED ELEVATIONS ('X' MARKS POINT) �,, ,, � l• I C�. RONALD J. CADILLAC, PLS RS
`6- EXISTING CONTOUR - ( I PROFESSIONAL LAND SURVEYOR & REGISTE ED SANITARIAN
-8- PROPOSED 'CONTOUR } `� P.O. BOX' 258
UTILITY POLE (IF SHOWN) , WEST YARMOUTH, MA 02673
TREE (IF SHOWN, NOT ALL SHOWN)
O EXISTING SEPTIC COVER H ALTH AGENT APPROVAL - DAT (508) 775--9700
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