HomeMy WebLinkAboutEngineered Plans - 2003LEGEND
' ROUTE 6 <WEST)
99 PROPOSED CONTOUR EXIT 7 ROUTE 6 (EAST)
F99-1 PROPOSED SPOT GRADE
Benchmark, 40 ---- EXISTING CONTOUR
Pk, SetLj 30.23 EXISTING SPOT GRADE yg9ih i,
Eli,rnn $
._�. IOD.DO CAssd c, �
w TEST PIT
ti ~ a
— W — PROPOSED WATER SERVICE w d
L
J
ti aa°
3
x 99,34 3 4 pGK p\
miner i
1,40'
3a.E6 '
Wile
x :Oi�1 82511 L o t
300,00' ode �
Map 74 LOCUS
&°5 `�, Parcel 67
a:o�vrNo
o x 100.19 x �; x 99.58 30,321± SF. LOCUS MAP N.T.S.
�r .\ 99.54 � I
0, 70+ AC,
,J 101 f' 95.7
95.52 ; X01 , % TPS-r-�� GENERAL NOTES:
26 P/
f t7abP ROP+ $A&:I 2 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
T Iw i 2
p Iv BOARD OF HEALTH AND THE DESIGN ENGINEER.
� .. .. � t h0
1o�t'ln� PROP• 4 ` '' "'J S 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
ti' x teV''6 11 ^��� 7ANKC _ `L- OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
.� Iti 1p� t / LOCAL RULES AND REGULATIONS.
�� x s. friC35' f---_-- �`s`\} it ! 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
ti a �, r'-Q3b f3a�3 pRE,d i DESIGN ENGINEER,
TP -2
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
100 �9.P"_ - 9�Ss� FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
�aµpp ENGINEER BEFORE CONSTRUCTION CONTINUES.
F^, _t, x . �� , W --, 100 1� ���%� tic 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
Ui _ y x 9.gp r x 98.72 i �� TERRY
s� 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
�- THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
Proposed Drlvew "r " j` 6 WAR ER N HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
No. 38721 gr
X ^>^0.47 7. WATER SUPPLY TO BE PROVIDED BY TOWN WATER.
�,�
61 8. THERE ARE NO PRIVATE WELLS LOCATED WITHIN 150' OF THE S.A.S,
+t
100- 77 + i r" sa"' Lee 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE LANDSCAPED OR
98,57 rrr%>,--�/� j j `t LOAMED AND SEEDED.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
03 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING
CONSTRUCTION.
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
' i r IN THE AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF THE S.A.S.
OAND REPLACE WITH CLEAN FILL AS SPECIFIED IN 310 CMR 255(3).
104,97'
ZONING CLASSIFICATION: ZONE R-40
b t,�, �, S 82'50'50 W yj
SETBACKS: FRONT YARD=30' 7,
'+ MA ff9� SIDE/REAR=20' �, –aJ
PETER T.
Z- MCENTEE PROPOSED SEPTIC SYST M/SITE PLAN
FE,�l? CIVIL
FE,
LE Na, 35109 464 HIGGINS CROWELL ROAD, YARMOUTH, MA
J U L 16 203 SiPrepared for: Brian Zuckerman, 226 Russell Street, Hadley, MA
Engineering by: Surveying by: SCALE DRAWN JOB. NO.
1 HEALTH DEPT. Engineering Works Terry A. Warner P.L.S. 1 "=30' M.E.M. 42-03
9i,6A (41y'13 23 Deer Hollow Road 22 Long Road �
jj Forestdale, MA 02644 Harwich, MA 02645 DATE CHECKED SHEET N0.
(508) 477-5313 (508) 432-8309 6/3/03 P.T.M. 1 Of 2
TOP OF FOUNDATION
EL: 101.50-,
INV. EL.=98.00
F.G. EL: 100.0±
F.G. EL: 99.9±
INSTALL RISERS W/COVERS OVER INLET
& OUTLET TO WITHIN 6" OF FINISH GRADE
L =10'
4" SCH 40 PVC
T @ S= 2% (MIN.) 1
-1!I INV. EL.=97
14'
PROPOSED 1500 GAL.
SEPTIC TANK
INSTALL INLET & OUTLET TEES
GAS BAFFLE TO BE INSTALLED ON
OUTLET TEE AS MANUFACTURED BY
TUF-TITE, ZABEL, OR EQUAL
(3) 5" DIA.OUTLETS
16' 72'
,(1•
L-�
2'
D -BOX
N.TS
en
®®®® 0 ®®®®
®®®®®®®®®®® 33.,
INVERT ®®®®®®® OEM
24" ®ham®®®®®®®®®
102"
4" KNOCKOUT
(//�\2\J0" DIA COVER
KNOCKOUT �/ 4" KNOCKOUT
4" KNOCKOUT
500 GALLON CAPACITY, H-10 LOADING
CHAMBERS
HTS
62"
5-
5-8"
PROVIDE RISER OVER D -BOX
TO WITHIN 6' OF FINISH GRADE F.G. EL: 99.5± -
F.G. EL: 99.8±
MAINTAIN 2% MIN SLOPE OVER S.A.S.
2-500 GALLON LEACHING CHAMBERS
IN SERIES WITH STONE -ALL SIDES
L =25' L=I3'(MAX)
4" SCH 40 PVC 4" SCH 40 PVC
@ S= 1% (MIN.) 6" @ S= 1% (MIN.)Baaar
aaaae
INV. ELEV.=96.63 2' EFF. DEPTH ®aaaE
INV. ELEV.=96.80 ea arp
INV.EL: 97.55± 4' 5.2'
EFFECTIVE WI
INV. ELEV.=96.50
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:97.0
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
NSTALL RISER OVER ONE CHAMB
C ) WITH HEAVY DUTY FRAME
COVER -ET TO FINISH GRADE, i
2' LAYER OF 1/8' TO 1/2'
DOUBLE WASHED STONE
3/4'-1 1%2'
DOUBLE WASHED
1� P• STONE
TOP CONC. ELEV.=97.3 -- BREAKOUT ELEV.=97.0
SEPTIC TANK & D -BOX SHALL BE SET LEVEL AND TRUE, TO INV. ELEV.=96.50 ease
GRADE ON A MECHANICALLY COMPACTED SIX INCH CRUSHED aaaaB
aaa®®66a6®a
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). aaaaBaaaaaa
BOTTOM ELEV.=94.50
3' 1 2 x 8.5' = 17,0' 3'
SEPTIC SYSTEM PROFILE 5' . ABOVEIGH IGRD NDWATERX ELEVAa INAL ON EFFECTIVE LENGTH = 23'
NO G.W. ENCOUNTERED LEACHING SYSTEM SECTION o PETER T.
N.T.S. McENTEE _
BOTTOM OF TP, ELS 89.5 CIVIL '
Top View
6" Dia. Inlets 4" 6" Dia. Outlets
� i I
-8"
4'-711'
Depth Elev.
TP -2
A
Depth
0 nV
48" Liquid Level
n' I 3„
0" 99.2
4
N.T.S.
f
Section
1500 GALLON CAPACITY, H-10 LOADING
SEPTIC TANK
Mrs4.
SOIL LOG
N.T.S.
DATE: MAY 29, 2003
SOIL EVALUATOR: PETER T. MCENTEE P.E.
INSPECTOR: DAVID FLAHERTY, YARMOUTH B.O.H.
Elev.
TP -1
Depth Elev.
TP -2
A
Depth
99.5
A .
0" 99.2
0"
N.T.S.
LOAMY SAND
42-03
LOAMY SAND
22 Lang Road
Harwich, MA 02645
DATE
IOYR 4/2
SHEET N0.
10YR 4/2
(508) 432-8309
99.1
B
4„ 89.1
B
4„
LOAMY SAND
LOAMY SAND
tOYR 5/8
10Yft 5/8
97.3
C
26° 97.4
C
22"
48"
48"
PERC
PERC
60
60
MED. SAND
MED. SAND
2.5Y 6/4
2.5Y 6/4
-4" 89.5 J120" 88.21 1132„
NO G.W. ENCOUNTERED f
PERC RATE < 2 MIN/IN. ("C" HORIZON) I
No, 35109
DESIGN CRITERIA ��3td3
NUMBER OF BEDROOMS: 3 BEDROOMS
SOIL TYPE: CLASS I
DESIGN PERCOLATION RATE: 2 MIN./IN.
DAILY FLOW: 330 G.P.D.
DESIGN FLOW: 330 G.P.D.
GARBAGE GRINDER: NO
LEACHING AREA REQUIRED: (330) = 445.9 S.F.
.74
PROPOSED SEPTIC TANK: 1500 GALLON (MIN. REQ -D)
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES
SIDEWALL AREA: 2(13.2' + 23.0') X 2 = 144.8 S.F.
BOTTOM AREA: 13.2' x 23.0' = 303.6 S.F.
TOTAL AREA: 448.4 S.F.
DESIGN FLOW PROVIDED: 0.74(448.4) = 331.8 G.P.D.
PROPOSED SEPTIC SYSTEM/SITE PLAN
464 HIGGINS CROWELL ROAD, YARMOUTH, MA
Prepared for: Brian Zuckerman, 226 Russell Street, Hadley, MA
Engineering by:
Surveying by:
SCALE
DRAWN
JOB .'NO.
Engineering Works
Terry A. WarnerP.L,S.
N.T.S.
P.T.M.
42-03
23 Deer Hollow Road
Forestdale, MA 02644
22 Lang Road
Harwich, MA 02645
DATE
CHECKED
SHEET N0.
(508) 477-5313
(508) 432-8309
6/3/03
P.T.M.
2 of 2