HomeMy WebLinkAboutEngineer Plans - 2021j 20 FT, MINIMUM FROM CELLAR OR CRAWL. SPACE
} TOP OF FOUNDATION_ _ 10' MINIMUM FROM SLAB
i0 FT, MINIMUM : v _.... G CLEAN SAND
_ w NGULAiR 24` MANHOLE
MANHGIE EATMENT PLANT ,-. COVERS --�.. INSPECTION PORT
{ _ COVERSMODEL SESI GREEN 4" SCHEDULE 40 PVC PIPE
` GUAM AND SEED 2" LAYER Of
MIN.. PITCH 1/8' PER FT. 1/8" To 1/2"
WASHED STONE
I
T : FA
OR FILTER FABRIC } T
2.75 4" CAST !RON PIP __._.. - 104.8 AiAX , � VENT
S O E -�, I _... _,-__._ '35 W4. REQUIRED
I
(OR EQUAL} MINIMUM jjr1_________1__1.__-1y__._
j PITCH 1/4" PER FT. I j FLOW 1 TEE z �
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Lt III
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ELE r. _..4Zau�'_ J . . o a [�gC]OQOQQG70C7 n
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22 Q Q
SLAB ELEV. _...._n_ I � tN . ; / t.E+tEL e i 1 F� � 100:10.ILEV,
40 A�
-t � E
_ 102.(* 09 4
2. P 101
ELEV. - _ _ IL.€ y�6 -SUM ELEV. _ __ �__. �- HMIYi.
tE
_ R1_F _ DISTRIBUTION
ELEV. _
_1mJ9_
I {7a BE PLACED ON FIRM, BASE) BoX b FLOW DIFFUSORS Wi?N � z�
(TO BE. WATER TESTED) STONE IN AN 132
SINGUL.AIR TREATMENT
jf PLANT DOUBLE WASHED STONE III
�.X�y4b' X 14p0 ��±pENC�Hy FORMATION v }1 WENS A1W 47
FREE OF FINES & SILT SOIL ABSORPTION INDEX _
SAMPLE CATCH AND SYSTEM (SAs){H-20) 1 ADJUST 1.
RECIRCULATING PUMP _
WAGE DISPOSAL SYSTEM PRMLEUSG5 PROBABLE WATER TABLE ELEV. = 9&07
NOT TO SCALE OBSERVED WATER TABLE (1/30/2020) ELEV. = 418Z
BOTTOM OF TEST HOLE ELEV. _
LEGEND:
EXISTING SPOT ELEVATION OO,A
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION
FINAL CONTOUR
SOIL TEST LOCATION
UTILITY POLE -G-
TOWN WATER —WSW
I CATCH BASIN \,mj
{ GAS LINE—'
j CLEAN OUT C—r- -
CESSPOOL C.P.
rQw?v OF
ZONING:
ZONING DISTRICT R-40
MIN. T
M N FRONTAGE - 50"
MIN AREA - 40,000 S.F.
SETBACKS, (PROP.)
FRONT 30 131.4'
RT SIDE '15 25.8'
LT SIDE 15l 44:5°
REAR 20 90.6'
THE SUBDi ASTON PLAN WAS APPROVED ON FEBRUARY 12, 1979 AND IS
RECORDED IN PL BK: 331 PG. 40. AT THE TIME OF APPROVAL THE ZONING
REQUIREMENTS WERE:
ZONING DISTRICT RD -3
r
MIN FRONTAGE - 50'
MiN AREA - 15,000 S,F.
SETBACKS: (PROP.)
FRONT 30 139.4`
RT SIDE 15 25.8•
LT SIDE 15 44.5'
REAR 20' 90.8'
WIDTH !125' 125:03"
THERE WASLNO SQUARE REQUIREMENT, NOR WAS
THERE A S!;IAPE NUMBER REQUIREMENT,
I
NOTE y5 AT RIGHT IS REPEATED BELOW.
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DEEDED OR: ZONING REGULATIONS. OWNER / APPLICANT IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
SOIL TEST
DATE OF SOIL TEST JANUARY 30 2020_
SOIL TEST DUNE BY
WITNESSED BY
OBSERVATION HOLE 1 ELEV.-_ 99,2 y9
PERCOLATION RATE __!i_A__ MIN./INCH AT _ Win ._ INCHES OBSERVATION HOLE 3
DEPTH HORIZ TEXTURE COLOR I Ma� TT. — OTHER }��{ DEPTH, HORIZ I TEXTURE � COLOR y FMO T,- IrIiHEp i
0-9 A LOAMY SAND 10YR.,/4 NO 0 9 A Ln,--- -AMY SAND 10YR31C
_ AMY SAN 1OYR5 8
9 LOAMY SAND 10YRS 8 9 25 B LQ D /
8
-�
Y
I
- i t ft6�� i
A : AN 0
tO R -SAND A ,' YRS 6 ,25 9th" C- MED . .
Cl CO R. SAND 10
24-109" C ED I
/
NATER ENCOUNTERED A7 ELEV. _ WATER ENCOUNTERED At ELE
1
. x
93 8t
OBSERVATION HOLE 2 ELEV.-_A _. _ OBSERVATION HOLE 4 ELEV
DEPTH HORi2 ,
=_-9a.9--
TEXTURE
T£/T RE COLOR M0tf. GHER
.� 1
- � t0YR3 NO
a 9" A {IL. AMY SANG
9-24' B LOAMY SANG 10 -Y -FIS t!
24-108" C1MED/COAR. SAND ;QYRS/6�-
i' JE PTH':RIZ
_
TEiT:RE
COLOR � MO OTT.
f n" R �
0-
'A
AMY SAND
70YR3
19 -?5°
B
LOAMYSAND ..ANS
10YR5/8
I
^
25 98
1
fiMED.1COAR. SAND
10YR8/6
T.
WATER ENCOUNTERED .AT _&4w_ ELEV. - 93_87 _ WATER ENCOUNTERED AT 61 _ ELEV.
�YMMO� MASS.
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PROPOSED SEPTIC DESIGN
I FOR
L___ THIAGO PARAGUAY
s
LaG. #15 �WADS IIvORTH�Qi.ANE
YARMOUTH, MASS. _l
4
a
8WErIM AMBO •B r
203 SETUCKET ROAD
508_ P. O. BOX 713
385-6900 SOUTH DENNIS, MASS- 02660 w
DESIGN CALCULATIONS
T.
SCALE �,; - 20
NUMBER OF BEDROOMS 4
GARBAGE DISPOSAL UNIT
REV, SEPT. 17, 2029
Nn
S7"` i
� - LJ_.. __ . _..
TOTAL ESTIMATED FLOW
g�
( 110 GAL/VL/DAY X 8k) GAT./)A`
{GI`s
REQUIRED $EPTIC TANK C.APACIi`t __ GAL_
r LOCATION MAF
ACTUAL SIZE OF SEPTIC, TANK 1 _CAI;:
SOIL CLASSIFICATION " ._,._...i._,...
DESIGNPERCOLATiON RATE _ M141;iIN.
EFFLUENT LOADIy; RATE 3At„fDAx,15 F,
LEACHING AREA `So FT
(11 X48),F(b9X2X12/12)
TEACHING CAPA"FI'ti "AREA X PP7) 4.7.19Q GA,L.IDAY
642.00 X 0.74
RESERVE LEACHING CAPACITY QQ OAL-;'CA Y
NOTES.
1.
ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TO D E,P
TITLE 5 AND THE TOWN'S RULES AND REGOL ATIONS FOP
THE SUBSURFACE DISPOSAL OF SEWAGE.
2
ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
W iH;N fie' OF FINTSINED GRADE:
3
ALL 'Ck1PONENTS OF THE SANITARY SYSTEM SyALL BE CAPABLE OF
...
.
WITHSTANOING H-10 LOADING UNLESS THEY ARC. UNDER OR WTHiN
10 FT'. OF DRIVES OR PARKING AREAS. H-ZO LOADINO SHALL +8E
USED UNDER OR WITHIN 10 FT, OF DRIVES OR, PARk'NG AREAS.
4.
ANY MASONARY UNITS USED TO BRING ::OVERS TO G7RAOE SHALL
BE MORTARED IM PLACE.
5
NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
:
DEEDED OR ZONING RECULA?IONS OWNER / APPLicANT is TO
OBTAIN SUCH DETERMINATION FROM APPROPR)A-,E AUTHORITY.
8,
UTILITIES SHOWN ARC APPROXIMATE ONLY, EXCAVATION CONTRACTOR
IS TO: CALL "DIG-.SAIY” A! 1--888--:344-7`„'33 AT LtAIST.72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7,
C€NNTRAC" 15 TO VEt<IFY GRADES AND ELEVATON$ AS WELL AS
SITE CONDITIONS PRIOR 70 COMMENCING WORK €7N SiTE.. ANY VARIA''I _N
IS iO BE BROUGHT 10 THE AT'ENTION OF THE DESIGN ENGGINEF<
IMMEDIATE.
8.
PARCEL IS IN F:_000 ZONE.
9.
LOT IS SHOWN ON ASSESSORS MAP -_' __, AS PARCEL _.
10
ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
$
FOR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN 310 CMR 15 255:(3),
11
THE INSTALLER IS TO GIVE THE ENGINEER A MINIMUM OF 48 HOURS
(2 WORKING DAYS) NOTICE FOR THE. FINAL iNSPECTION (NUMBER -BELOW).
12
ALL DISTURBED AREAS ARE TO BE STABILIZED AND REVEGETATEG.
13.
THERE IS A LANDSCAPE PLAN ATTACHED TOTHIS SITE PLAN AND IS
t
AN INTERGRAL PORTION OF THE OVERALL DESIGN AND APPROVAL..
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Name 7` Date APPROVED: BOARD OF HEAL.Trul
DATE AGENT
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PROPOSED SEPTIC DESIGN
I FOR
L___ THIAGO PARAGUAY
LaG. #15 �WADS IIvORTH�Qi.ANE
YARMOUTH, MASS. _l
4
8WErIM AMBO •B r
203 SETUCKET ROAD
508_ P. O. BOX 713
385-6900 SOUTH DENNIS, MASS- 02660 w
DATE R. 8, 2021
SCALE �,; - 20
REV, SEPT. 17, 2029
Nn
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REV JLJIJOB
2421
R� —AUG. 10, 29—Z-11
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