HomeMy WebLinkAboutEngineered Plan - 2000NOTES �i JOB NO. Y,00-41-
G 9.97 BLUSTEIN.['WG
017 08 �(y / 1. LOCUS IS A.M. 54, PARCEL 21.
0.00 `� 2. ELEVATIONS SHOWN ARE ASSIGNED.
9.90 3. LOCUS IS IN FLOOD ZONE C ON FIRM DATED JUNE 17, 1986.
ct 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED) �o
o� x 9.8 "� / �/ +Q 10.54 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 10,0' ARE ON TOWN WATER. f,
vAUTIN--UTILITIES 10.17 � 6. COMPONENTS, To BE AA._:HTO H-10, UNLESS NOTED.
m 70 99 I 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE DOWN 14". NOT TO &U,
CAUTION HURRIED ELECTRIC; � � � 33 � 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOR EQUAL FLOW SCALE
. x 0.0 � D - BOX EXIT PIPES S Tr V FOR � W
AND WATER SERVICE TO FOOL 9.3 N �� BO E T FIE O BE LEVEL CR FIRST TWO FEET.
4" 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
AND GUEST HOUSE CROSS OR t "� " x .68 BUILD UP COVERS TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.
ARE NEAR TO PROPOSED 1 7 x 11.1 / / 9 "9 ` ONE COVER OF TANK TO BE WITHIN 6" OF GRADE. L��A-rl'��N
SEWER LINES. LOCATE / / 1,. STONE TO BE DOUBLE WASHED 3/4 TO '1 1/2" WITH 2" MIN. '1/8 TO 1/2" PEA STONE ON TOP.
BURRIED LINES! 174 11
x , 11. IF UNSUITABLE COILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOL IND,
�.2 12.3 CONTACT THE BOARD OF HEALTH,
11, 1� --- . OR R.J. CADILLAC.
---•�
�., I, x 13.4 04 '12. IF AN OVERDIG IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING TEST HOLE 1
GUEST HOUSE 04 8 IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 31u CMR 15.255(3).
x 13, 13. PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
CONNECTION OF GUEST HOUSE SEWER j / / 10' LEACH AREA, AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH (inches)
IS PROVIDED FOR ON THIS PLAN. IF 9 �� x % / 13. 14. ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL AL REGULATIONS.
THE GUEST HOUSE IS ON A SEPARATE 12.1 / � -y- ^ � A layer 11yr 2/2
WHI IH DOES NOT INTERFERE -116 -" - r� - -x'11A � LG I 84A TEST HOLE DATE: Nov. 6, 201,01 9" sandy loam
SYSTEM, ., PERFORMED BY: Ron Cadillac. Soil Evaluator
WITH THE NEW SYSTEM, THE OWNER / 10.9 x 1
NO GRADE CHANGES
PREFERS TO CONNECT WHEN GUEST 1VEWAY j -�- 13.9 ARE PROPOSEDWITNESSED BY: Amy L. Von Hone, RS
r Ti�NE OR i 2 6 7 0_ s B layer 1Cyr 5/£3
HOUSE FAILS. NEW SYSTEM IS SIZED S i ? PERC RATE: r <2'-00"/inch (C layer} sandy loam
FOR HOUSE (3 BEDROOMS1 AND 4 / SOIL S._IRVEY(1993): Carver- loarny coarse sand
I k - GEOLOGIC MAP(19ki6 ` Barnstable Iain deposits 36"
GUEST HOUSE 11 BEDROOM). � r �,��•-� _i "'' .moi / �� f F F �
/3.51
125invert 11.Of F"0 layer 2.5y 5/4
6 medi,�m sand and
x 12.7 ,N/F �,, Inver+. A 13.501 Use Gas Baffle loamy sand
HICKEY 1 : _ x 12,6 x x 14,3 Invert •11.19 2 DRY WELLS y
1 12.6 Proposed 5 ti
/ � 4� x 14.5 �---r OS - Prop._,sed (1.>/ gravel"
i�
x 14.7 -� ti� 13.6 S=11/4"/ft „ 11.?=Top Conc.
x 1 .3 ' s x 14, ZA S=1 /8; /ft 11.6 -Top Peastone
BENCH MARK --TOP WOOD rr► 14.4
STAKE = '14.57 ASSIGNED:; '��� 4-� I Invert '12.151 S=1 /8"/ft rnin.
13, / x 1 1000 G'�1• no water
(18'-3" Off house & 1<-7" off auest corners) : :'::• .� ' 0 ( Existina 15 "
ELEV.(feet)
1 15.1
12.1
1
3 ::;:: .�; n4_'
"
5
2a' ... .......
n ...... 14.6
EXISTI I Invert 11.36 P NG c Invert 11.101 t.0/�E 14.3 rI Stone br corn )aCt Proposed Proposed ! 7<v :3NC,,. ��to1beidr�,)�.�s '�� , 54' tv 9' I
I --
Locate burried '`' rrrPr�t +ti u N/F A--01,4 0 3.15' (1/2) of 6.3' Jan. 2000, IJSGS
4 electric prior v Bot. THt=2.1 Adjustment provided --Zone D AIW23 ,
5> to digging.1 'S RODIN
DESIGN DATA Observed Water 0 3*1 Lincoln Ave on 1/27/2Cuu='1.55 (this datura
';I ab
Er
x 15.9 �-.� 14.57 C10 -sed A ,;_)afe Locate existing water BEDROOMS: 4
32, 7:..... Pati? x 14.7 LEACH AREA
::..... Cervine and wave, or GARBAGE GRINDER:_ y No
... "lob
oki double sleeve if REQUIRED CAPACITY: - 44^ GF'D S -2 r S EI 8 APART -
LOCATION BASED UPON �- ""�lJ•aE CRY WELLS a ,
- -
closer than 1 , to �«tF STONE ALL
ASBLIILT CARD cleanout - r sewer. EXISTING `SEPTIC TANK: 1000 GAL. AS SHOWN, WITH 4
15.1 14.8 L , J 14.7 BOTTOM LEACHING AREA: 423,4 SF AROUND FOR A 33 LONG BY 12'--10"
cleanout 14.9 WIDE BY 2' DEEP LEACH AREA.
�-.► QUEST W �3 [(33' X 12.83')]
x 15.6 '�' BENCH MARK --TOP EDGE OF
A :: _•..' •.. 15.2 Conn CONC. SLAB= 101;.19 ASSIGNED SIDE LEACHING AREA: 183.3 SF PARTIAL 5' REMOVAL
TH 1. 15.1 ::.. r�t"'1 .. Ce wk 0 15.0 (AT WHITE PAINT MARK) [2(12.83'+ 33') X 2' DEEP)] r
`.•':"" ��•: 6z 57 15.3 DESIGN CAPACITY: 449 GPD DO 5 ALL REMOVAL, AS SHOWN,
:..:.. [(423.4 SF + 183.3 SF) X .74 GPD/SF]DOWN 3'f TO MED. LOAMY SAND.
s.
k bo
arau Ida ilius 15.4 14.9 MAXIMUM 'FEASIBLE COMPLIANCE APPROVALS REQUESTED:
1O from
15.7 water service, 15.4 15.3 r ' ,
if needed, Cee 1 .54 1. VARY LEACH AREA TO FRO ERTY LINE BY 5 (5 PROVIDED).
15.25 guest house note. 310 CMR 15.211 (1).
15.5 2. VARY SEPARATION TO HIGH GROUNDWATER BY 0.6' (4.4' PROVIDED;.
310 CMR 15.212.
X 15.1 3. PROPOSED LEACHING IS •13.8' OFF CRAWL SPACE. LOCAL POLICY.
-=S-Zs--- N X "
ga'O2'1O
x 15. ,_ 133.30'
N/F
FOXWOOD CONDOMINIUMS
LEREN
TH I TEST HOLE LOCATION, NUMBER
W WATER LINE MARKINGS
G GAS LINE MARKINGS (IF SHOWN)
E OVERHEAD ELECTRIC WIRES (IF SHOWN)
E UNDERGROUND ELECTRIC WIRES (ESTIMATE ONLY --VERIFY)
x 9.5 x 8,7 EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
EXISTING CONTOUR
g PROPOSED CONTOUR
. UTILITY POLE (IF SHOWN)
® EXISTING DRAINAGE CATCH BASIN
x - FENCE (IF SHOWN, NOT ALL SHOWN)
THIS PLAN IS A VALID} COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
H OF Mgssgc r% OF MASS'�o
' RONALD ONALD yGs
JA _S �o JAM_S
1 " CAD C " CADI.
U1c O�
s� e
y SgNITAR\P� 9NJss��o
L�vvvJ,4'Jr
/HEALTH AGENT APPROVAL
/Z- /�
DATE
0E'C 1 1 2100
HEALTH DEPT
RONALD J. CADILLAC, ILLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
2000 BY R.J. CADILLAC
P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775-9700
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