HomeMy WebLinkAboutEngineered Plans - 2019ENTRY --97--EXISTING CONTOURN
x 100.98 EXISTING SPOT GRADE LOCUS
97 PROPOSED CONTOUR cm °�
KITCHEN DINING
LBATHJIBEDROOM
/ WEXISTING WATER SERVICE
G EXISTING GAS SERVICE o�Fr, oporST �oPo
OVERHEAD WIRES o
/�
TEST PIT 090 D Z
L A
LIVING ROOM BEDROOM BEDROOM _ v]�T�l {b BENCHMARK
99,04 100,46 LEGEND Q Roti
ENTRY 101,51
FLOOR PLAN �� 98,29 2$ ` x 101,00 x 102,10
7------ -
0 1.86 20" E LOCUS MAP .
e�; e102�r 7 � 103,54 14, f NOT TO SCALE
�- — 101198
GENERAL NOTES:
LOT 28 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
13,7661 fSF S ON O BOARD OF HEALTH AND THE DESIGN ENGINEER.
° o x 103,31 103, 0 ��� ROP 2• ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
(PAVED: • . .... ff
00, 8 G0 �' `N� `NES OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
v 97,71 ;:D�?lVEWAY' LOCAL RULES AND REGULATIONS.
� vFFER F NERD 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
103.69 W 6� 5 d TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
WA PYA X00 S DESIGN ENGINEER.
z \// /. �51�E ~ 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING + 03,61 0PP0 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
97.78 / / 102,13 �� x 103,49 a ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM.
103,66 m 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
THE OWNER102 6� � .: "' NEW TP HEALTHO FOR CPROPOER INSPECT OONS DTURINGH CONOSTRUCBTIION.OAROF
98,18.:.
1029 98,02` 103,41 x 1 3,46 <v � 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
x EXISTING p o 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
HOUSE(J15) ( N 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
CIO / T. 0. F.104.9 103.24 'V o)' a AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
NN J
02,65 DIRECTED BY THE APPROVING AUTHORITIES.
�O. 2 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
r` `! 102.95 103,05 X 1 ,47 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
x M 3
/ \ '� CONSTRUCTION.
\
97,48 103, 6 M-1 EX/ST/NG LEACH PIT 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
r 103,0 FILL WITH SAND IF REQ'D IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
/ 103,29 x : • ?` • x1 REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
x=�70' 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
*102,51 103,31 INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
y
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
BENCHMARK NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
CORNER OF STOOP j216 /• �� MAssq�tiG 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
EL. =103.66 S 6 103,09 + r x/02 3 3�`� SYSTEM COMPONENTS NOT SHOWN ON THE PLAN
X36' / o PETER T.
EX/STING SEPTIC TANK 40•• F ;D D T �/ �� McENTEE
(TO REMAIN) /X
TOP OF TANK EL. =102.96:± EXIST/NG S.A.S. ' v No. 35109 MAP ID: 59-14
= 01. 3f TO BE REMAIN `� Ic/sL��
Yarmouth Health Department OLD CESSPOOL x 1 .47 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
p VED FILL WITH SAND IF REQ'D ((_ 15 HERVEY LINES LANE, SOUTH YARMOUTH, MA
��0 7 STRIPOUT BOUNDARY 3 15 Prepared for: Cape Cod Septic Services W. Yarmouth MA 02673
P P p ,
Name Date (TO REMAIN) OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO.
FLECK, JESSE J
C/O PROF-2013—S3—LEGAL TITLE TRUST Engineering Works, Inc. 1 "=20' P.T.M. 103-19
60 LIVINGSTON AVE. 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
PLAN REFERENCE: RECORD PLAN BY JOSEPH REGO PE, PLS, REVISED 7/12/01 ST. PAUL, MN 551077 (508) 477-5313 3/5/19 P.T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, FINAL GRADE
-
SHALL NOT BE AT,
OR BELOW, EL.=100.5
SEPTIC TANK PROPOSED
D -BOX FOR A DISTANCE OF
15' FROM THE EDGE
OF THE PROPOSED
INSTALL RISERS & COVERS OVER INLET
S.A.S.
& INSTALL RISER
OUTLET AND SET TO 6" OF FINISH GRADE COVER SET
& WATERTIGHT
TO 6" OF GRADE PROPOSED S.A.S.
/EXISTING
INSTALL RISER & COVER OVER ONE CHAMBER AND
SET TO 3" OF SERVE
/ /HOUSE(1115)
T.O.F.=104.92±
F.G. TO AS
INSPECTION PORT
/ T.O.F.=104.92
F.G. EL=103.8±F.G. EL.=103.0±
F.G. EL.=103.31 � F.G. EL.=103.1±
/MAINTAIN
2% SLOPE OVER
S.A.S.
S1=1% (MIN.)
4"SCH40 PVC
®S=1%1(MIN.)
4"SCH40 PVC
2" LAYER OF 1/8" TO 1/2"
6"
"
DOUBLE WASHED STONE
.,
X51
R-Lilo"I
14" 2' EFF. aa
6" B®;4.8'__�"4'
(OR APPROVED FILTER FABRIC)
�� S\ N Cr1
s
EXISTING 48" LIQUID
DEPTH ®a-�3/4"
TO 1-1/2" DOUBLE
'9 '0'
LEVEL
cAsADDeAFFLE INV.=101.17 PROPOSED
_
INEXISTN1G63± D
4'
INV.=101.00
BOX EFFECTIVE WIDTH = 12.8'
WASHED STONE
�-
t5` 4O
INV.=100.00
00 CID*
�
EXISTING SEPTIC TANK
2-500 GALLON LEACHING CHAMBERS
/C
SURROUNDED WITH STONE AS, SHOWN
H-10 RATED
ole
NOTES:
Q��Q Ole
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP CONC. ELEV.=100.8±
INVERTS, PRIOR TO INSTALLATION. BREAKOUT ELEV.=100.50
2) D -BOX SHALL BE SET LEVEL AND TRUE TO INV.
ELEV.=100.00
GRADE ON A MECHANICALLY COMPACTED SIX
0®0063®0
Im
INCH CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM ELEV.=98.00
310 CMR 15.221(2). 4' 2 x 8.5' = 17.;0'
3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0'
PERVIOUS MATERIAL
4'
-
SEPTIC LAYOUT
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. 5' (MIN.)
ABOVE G.W.
LEACHING SYSTEM SECTION
NO G.W., EL=89.7 -L®®®®
® ®®®®
SEPTIC SYSTEM PROFILE
®®®®®®®®®®® 33"
d.w ®®®®®®®®®®®
N Z ® L- I a
N.T.S.
if
SOIL LOGS
DESIGN CRITERIA
102"
DATE: 6/14/01 DATE: 2/28/19
SOIL EVALUATOR: JOSEPH REGO SOIL EVALUATOR: PETER McENTEE
NUMBER OF BEDROOMS: 3 BEDROOMS
WITNESS: A. VON HONE R.S. WITNESS:
A. VON HONE R.S.
4" KNOCKOUT
HEALTH AGENT
HEALTH AGENT
SOIL TEXTURAL CLASS: CLASS I
ELEV. OLD TP DEPTH ELEV.
NEW TP DEPTH
20" DIA. COVER
DESIGN PERCOLATION RATE: <2 MIN/IN
102.3 0" 103.5
0"
A
4" KNOCKOUT 4" KNOCKOUT 58"
DAILY FLOW: 330 G.P.D.
FILL
LOAMY ND
DESIGN FLOW: 330 G.P.D.
101'0 A 16" 103.0
R 52
6"
GARBAGE GRINDER: NO -not allowed with design
SANDY LOAM
1oo.s 10YR 4/2
B
MED. MED. AN
D SAN
4" KNOCKOUT
20„
LEACHING AREA REQUIRED: (330) = 445.9 S.F.
BLOAMY SAND 101.7
C1 22
74
10YR 4/6
PERC
500 GALLON CAPACITY, H-10 LOADING
EXISTING SEPTIC TANK: 1500 GALLON CAPACITY
0
100. c1 28"
MED. SAND
2.5Y 6/6 30"/48"
CHAMBERS
PROPOSED D -BOX: 1 INLET, 3 OUTLETS, H-10 RATED
E PERC 97.2
76"
43"/61"
C2
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES
VERY
SILT LOAM
10YR 5/4
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES
FINE SAND 96 O
1OYR 6/6
9O
15 HERVEY LINES LANE, SOUTH YARMOUTH, MA
Prepared for: Cape Cod Septic Services, W. Yarmouth, MA 02673
SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F.
91.1 ADJ. GW 0 MED. SAND
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F.
-
89.7 Z 151"
2.5Y 6/6
Engineering by:
SCALE
DRAWN
JOB. NO.
TOTAL AREA: .............................................................. 471.2 S.F.
- 92.0
PERC RATE <2 MIN/IN. "C" HORIZON
138"
Engineering Works Inc.
N.T.S.
P.T.M.
103-19
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD
"Cl" PERC RATE <2 MIN IN. HORIZON
OBSERVED GROUNDWATER EL.=89.7 /
ADJUSTED GROUNDWATER EL.=91.1 NO GROUNDWATER ENCOUNTERED
12 West Crossfield Road, Forestdale, MA 02644
DATE
CHECKED
SHEET NO.
(508) 477-5313
3/5/19
P.T.M.
2 Of 2
�� �auILDINc
TYPICAL- DETAILS OF SEWAGE DISPOSAL SYSTEM J U L 13 2001
Ihia .sows' P :'. - _...
�f. '` . �• LE orlll la XWrIZ
t„ �_ • �I �� I(iaiinaan of (!J doaau /�-/ •
T foL10 inssmiion cows
- r PVC. To mj tsmd PK unit stun.. (1�rFJ
zbuhl. 20' ate. rover.
T� ~ltrrt 1:/f wrrr Pot:� rs ec 706
. reonr (tYFJ
INSTALL GAS BAFFLE AT OUTLET \L •�S-� 5 G. I--_�----_ __-_--
Callois Glspaci.ty (• • I ®®® I
TONE
t,rsal{� c�osc J r , DISTRIBUTION 8 U T I BOX : • . �. ' . � ®®®®®® ®®® . • V. ' • s
•• •
AL, OUTLETS TO 1E TN[ L� • • •• • �.-
'•I ' •• •� .. SANE ELEVATION • �+ - j•;•.
Water Level Test 4
.. _ �.
Tizrr.� to be ins>:alled on a ler+a! 1 e' siDssJ (z u,v/rs Kll (* 010'srmwx /,v Be77.rJrvJ (i. S/DssJ
s able • base Amin. B" stone base, �Fi it,7•/vA' Ld'NCTH = 2 8 Al
':i Construction shall conform to 3 Title V requirements Eff,E�iYE, �►/o�y = ��,
E/. Z7• o
Finish grade to confirm to Title V Section 15.221 (7) where the tops
Of any component or soil absorption area shall be installed no more
than 30" below finish grade.
There are to known or observed wells within 100' Title V
requirements (15.211) of the proposed septic system.
42,4
Z(9"Ve -#/'B
Im
02S
Po
f
Revised Plan
( 7/12/01 )
No foundations or cellars are located
within twenty (20) feet of leaching area.
No wetlands within one hundred (100) feet of
leaching area.
(Z.REEP SOIL. TEST Witnessed : /70
0 PEN:O•ATION'31 `Approved b SIGN DATAIt wet Well Board of Health -7-1 %3-17/
Number of bedrooms.• J?
INVERT ELEVATIONS:'
Estimated daily ef, jiuent.- -?30 6!P1�
Total Leaching a rlra - as prvpased• -
INV A BUILDING _ 6.c'�wa11• S(Lf)'J x 0 _. 1.5 S-
INV 9 SEPTIC TANK Iq 0 _
NV_QESP I _7ANK U},1 Bottom- L s Y= 0,3 8 S.F.
q • INV �g o BOX ,(11 L 44.,5'0 Leach. ng Capacity DIS pmpOsed-
A.T k�tINV 3NS. FA **LITY (-fJiuerd loading =te = 0.74CAVIZ )
-- - - SideWall.' 1.5-6.. s 0.9'4
Bottom.-� Dg. s • 0.74 = 227, 9
DESIGN CRITERION TOTAL = '9610
SOIL CLASSIFICATION ;')EEP TEST HOLD PLUMBING FIXTURES a APPLIANCES
See attached by
Kevin Mullaney AUTOWATIC WASHER
(Sol] Evaluator) DISHWASHER
4 ¢ GARBAGE GRINDER
GRO.r+J WATER ELEVAYION "(.!
SEPTIC TANK DATA
PERCOLATION RATE TYPE - PRECAST REINFORCED CONCRETE
HOLE No. I. <*? Min/inch CAPACITY I'500 GALLONS
LOCUS
(No SCALE)
I MAP 6-9' PARCEL /¢ I
JOSEPH H. REGO
85 Cooks Amk Rd. • P.O. Bo: 1656
N, • EASTH&%f. SLUSSAMSETIS 026S I
T0100011e: 5080W5.3803
DISTRIUUTION BOX DATA
TYPE - PRECAST CONCRETE.
In Of
l
Z.
3 a PLUGGED OUTLETS _3_ OWNER:
ACCEPT RED
A