HomeMy WebLinkAboutEngineered Plan - Rev. 2019JOB NO. Y19-05
NO AS -BUILT EXISTS ON CATCH BASINS NOTES Pe4/19 ndwg
3
BASINS ARE PRESUMED TO BE LEACHING * MEASURED TO FOUNDATION FB 4/19 SB 14/56
White Rock Rd,
BASINS. ** TO BASIN W/O STONE1 1. LOCUS IS A.M. 114, PARCEL 125. -o
• 40.00 c� MAXIMUM FEASIBLE COMPLIANCE APPROVALS REQUESTED: 2. ELEVATIONS SHOWN ARE ASSIGNED. CD
--- - - - - -- --- - - -- - - -- -- a -- -- _ - - --- �' - -- -
------ N F-- - - --- -- - - - -_ - - - _- -. - - _ - _ - - - - -- -- - -- -- -- - - PROP - _ IS - -IN- - - _ _ JULY -16 2014. - �-
/ 0 1. VARY LEACH AREA TOERTY LINE BY 2'--(8' PROVIDED). 3. LOCUS IS IN FLOOD ZONE X(< 0,2% RISK) ON FIRM DATED J L ,
1 COOPER N VARY LEACHING TO BASEMENT B 5 (15 PROVIDED). 4. ALL PIPES TO BE 4" SCH 40, AND PITCHED AT 1/4" PER FOOT. (UNLESS NOTED)
� m 310 CMR 15.211 (1).
64 5. MUNICIPAL WATER IS AVAILABLE. LOTS WITHIN 100' ARE ON TOWN WATER,
0.9 G o 2. NO RESERVE AREA IS PROVIDED. X310 CMR 15.248. 6. COMPONENTS TO BE AASHTO H-10, UNLESS NOTED. NOT TO
42, N 3. PROPOSED COVER OVER LEACHIN� VARIES FROM 2.2' TO 4.5' 7. INLET TEE TO PROJECT DOWN 13", OUTLET TEE D WN 14 . SCALE
2- - �s• VENT IS PROVIDED. 310 CMR 15.223 2 8. IF TWO OR MORE LINES, WATER TEST D -BOX FOREQUAL FLOW
I 4 7„
�'�• ; 41.2 r_�$-44 X28 w O D -BOX EXIT PIPES TO BE LEVEL FOR FIRST TWO FEET. LOCATION MAP
399 x � � 4 25'**i � O { ^opo G�c 45,3 S 72 9. DEPTH OF COMPONENTS NOT TO EXCEED 3', OR VENTING MUST BE PROVIDED.
COVERS: BUILD UP H-10 COVERS TO 6" BELOW RADE--20N TANK, 1 ON D -BOX, 2 ON LEACHING
\® y8.9 r'" 4 ,7 1, 10'*°p .....,:....:� 45.5 45.47 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.
x 45,6
45.5 ' 11. IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SOIL LOG ARE FOUND,
-- 96 - - - IN/F CONTACT THE BOARD OF HEALTH, OR R.J. CADIL4AC.
' �' 44.8 COTALDO 12. IF AN OVERDIG IS CALLED FOR BELOW,
� FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
PAVED DR^vE x 5,1 ` IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.255(3). TEST HOLE 1
I I _ •:•44.94 _---- t 44,8
___-- g� , X3.2 .. ° ........ Exist.
I 13. PUMP AND FILL ANY EXISTING CESSPOOLS, REMOVE ANY CLOGGED SOIL, BLOCK, AND STONE IN
4 0 LEACH AREA AND DISPOSE OF AS DIRECTED BY HEALTH AGENT. DEPTH inches ELEV. feet
cn r" 1 EXISTING Deck i BENCH MARK --S. E. CORNER OF ? CO STRUCTION TO MEET TITLE 5 AND LOCAL' REGULATIONS. (inches)
I , x 44,4 CONC. PATIO=44.24 ASSIGNED �� 14. ALL N 0
o. 1 , 42r1 HOUSE
i -J 44.5
'
NO. 146
�!'s* ` - ; X TEST HOLE DATE: March 28, 2019 16�
I 1.45.:; a I PERFORMED BY: Ron Cadillac, Soil Evaluator
�► W W W0 I I44'a x 44,2 �RPNSM�10!o.W• WITNESSED BY.,, Amy Von Hone, RS, CHO 21
3 �3 N �, I PPPRoxEDGE- �5o w1DJcA OP PERC RATE: <9'-13 /Inch (B layer) _
:. ...:.....::....:. x 4,0 44,2 sED uPo SOIL SURVEY(1993): Carver coarse sand
aP 45.3
� GEOLOGIC MAP(1986): Harwich outwash plain deposits 46" n.
/ x 4 x 43,4 :- w i Top Found.
BENCH MARK --TOP, BACK, CENTER ' * Invert 40,47f FOUR 500 GAL. DRY WELLS 64
i TH 1 i ; '-�, �I � a SEPTIC TANK= 41.89 ASSIGNED
USE H-10 COVER H-�20
Use Gas iBaffle
Invert 39.16 Two H-10 Covers
BALANCE A 20' SLEEVE t 41.9 i 43.4 `,_,11 r, . Existing
OVER WATER LINE � I i � � 43.9/� o
HAVE WATER DEPT. I 4 '_ x x 43 Z I H-10 9 Proposed Top Conc.=39.9
MARK LOCATION t "'''
�- .24 43.5 CLEARANCE --WIRE TO GROUND=23.8 28" cover
4o,lx 41.7 5+ �- POLE )-----__________`-`^_ �'�-----`-1� - IH -20* Top Peastone/Filter Cloth=39.4
X 34 �.
-��r-j Existing S-1 /8" f f� S- 8" ft --� -�-'"� 6 Max.
X x -� i 1500 Gal. i -1 �nfi Screened Vent
i i
r• rn
I' -�" x o L Septic Tank ;--�----------
9.16 ��
--___-_� 24 128
43.4
i4
41.65
38.1
I,
I ¢ / I�1 r -
x 43.2 .
X CAUTION; Over Head Wires
x 43,0 s I Invert 38.90 32.7
O poLEs ION POSE f
L�CTRIC�NS�51�- x 42,5 TRp,NSM�=� " Proposed
x 43,0 TPS E1,EcTR�C I Invert 39.33 4.2' 36.9
gEiWEEi ��A x 42,1 41,2 wo c�-os t4f 6�� Stone or compact Proposed 26' 1 Bottom
.06 CLEARANCE --WIRE TO GROUND=26.7 E BEEEi 4 "-0 ► 106' I I N I-- 8--� Bottom TH1=32.7
7Per USGS Quad Sheet Ground -
x 40.4 G , ,
i
�-- < 9 Water is 50'± below grade
x 3.2 f , x 408 DESIGN DATA
x 42.3 i l
I -
3 ,06-- AREA= 20,190±S.F. p01 -ES
i C �RANSM�SSION I BEDROOMS: 5
+ 94 E`EccR, GARBAGE GRINDER: No LEACH AREA
l c�osEs o�
REQUIRED CAPACITY: 550 GPD
1 38 76 41,4 42 RL,N� BE�w� �W° EXISTING SEPTIC TANK: 1500 GAL. USE 4 �H-20 500 GAL, DRY WELLS SET 4' APART
cENj� 1 LEACHING AREA: 926 SF WITH 4 OF STONE ON THE SIDES AND 3 OF
s Q 100.00'x 40,2 > I
40� 39,9 l , , j STONE ON THE ENDS TO MAKE A 52 X 12'-101)
S 84'09'19" E 1 '
• x 418 W BOTTOM: 52 x 12.83 =667 SF
SIDE: (52' + 12.83')2 X 2'=259 SF X 2' DEEP LEACH AREA.
s
o I DESIGN CAPACITY: 555 GPD
[(926 SF) X .60 GPD/SF]
BERNARD
I N /F N EASEM�N ! I 1
M OR LE Y F ZRPNSM�, i p S
r EDGE O of WOOD
p,P� X ON E �ERUNE
epSEO Up
4
I-
DNRM KIT. BDRM
BATH
GAR. LVRM
BDRM
1 ST FLOOR
FLOOR PLANS
NOT TO SCALE
BATH gpRM
BDRM
BDRM
2ND FLOOR
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
�T, � C �•�
RONALD y�N,°� RONALD
J o JAMES, 7 o JAMES ��j71
CADILLAC CADILLAC
91060 # 35779 �>
�ccG►S7��E ' !q SS %0
NlTA%%_,N1'NO. SUR`1E J
{
HEALTH AGENT APPROVAL. DATE
ALEX
LOTS �
y .
Iq2>�Q y:{ ]Dzto
SITE PLAN
FOR
ANDER M. 8c L11SA 0. PENDLETON
&
11131 146 PINE STREET, YARMOUTHPORT, MA
APRIL 10, 2019 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
1 P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775--9700
2019 B1 R.J. CADILLAC PAGE 1 OF 1
LEGEND
TH 1
TEST HOLE LOCATION, NUMBER
W
WATER LINE FROM AS -BUILT
E
OVERHEAD ELECTRIC WIRES (IF SHOWN)
G
GAS LINE MARKINGS
x 9.5 X $•7
EXISTING & PROPOSED ELEVATIONS ('X' MARKS POINT)
,,-6--
EXISTING CONTOUR
g--
PROPOSED CONTOUR
UTILITY POLE (IF SHOWN)
®
EXISTING DRAINAGE CATCH BASIN
X
FENCE (IF SHOWN, NOT ALL SHOWN)
0
TREE (IF SHOWN, NOT ALL SHOWN)
REV. 5/08/2019
--MOVE SYSTEM AWAY FROM HIGH TENSION EASEMENT
FLOOR PLANS
NOT TO SCALE
BATH gpRM
BDRM
BDRM
2ND FLOOR
THIS PLAN IS A VALID COPY ONLY IF IT BEARS
AN ORIGINAL RED STAMP AND SIGNATURE.
�T, � C �•�
RONALD y�N,°� RONALD
J o JAMES, 7 o JAMES ��j71
CADILLAC CADILLAC
91060 # 35779 �>
�ccG►S7��E ' !q SS %0
NlTA%%_,N1'NO. SUR`1E J
{
HEALTH AGENT APPROVAL. DATE
ALEX
LOTS �
y .
Iq2>�Q y:{ ]Dzto
SITE PLAN
FOR
ANDER M. 8c L11SA 0. PENDLETON
&
11131 146 PINE STREET, YARMOUTHPORT, MA
APRIL 10, 2019 SCALE: 1 "=20'
RONALD J. CADILLAC, PLS, RS
PROFESSIONAL LAND SURVEYOR & REGISTERED SANITARIAN
1 P.O. BOX 258
WEST YARMOUTH, MA 02673
(508) 775--9700
2019 B1 R.J. CADILLAC PAGE 1 OF 1