HomeMy WebLinkAboutBLD-17-3774TSP OF FOU' 'IA' 'N - 20 FT, VINIMUM FRO G_LLAP Ort CRAWL SPACE
ELEV. 10C )0 i 1C FT. MINIMUM 0 F' MI M 'J FR 1 SLAB
{ASSC ED) CONCRETE
CO'JERS
4" SCHEDULE 40 )VC PIKE
VIN. PITCH 1/8" PEP FT.
1
Oi 4" CAST IRON PIPE
(OR EQUAL) MINIMUM
PITCH 1/4" PEP FT. FLOW TEE
+ LEVELERS
I FLOW LINE ---
i
- - z
J / I
-ELEV _ _94_� / LEVEL
ELEV. _ _4420_ BAF LE ELEv - 91_87 J6" MP ELEV.
DISTR 3UTION ELEV. _
U_O 'I_D OU TLET - I: 0X _.9L0Q_-/
_QE` TH TEL (TO BE PLACED ON FIRM 9AS=)
4 ' =ET 14 NICHE TO TO BE W, TER TESTED
5 ET 19 NCHF ;C IF MORE TH, v ONE OUTLET
15
6 =ET 24NCHE 00 GALLOa
j 7 1 =ET 29 INCHES(TO BE PLACE ) ON ^RM BASE)
8 ''-ET 34 INCHES SEPTI, TAN.
3 4" TO 1 1/2" CLEAN
D UB OF FINES NASHE&SSONE
ILT
SEVAGE DISP(la! o SYSTEM PR( 94 LESCALE
CLEAN SAND
CINSPEC -ION PORT
--LOAM AN" SEE'
2 LA SRC
WASH-) ST .E
93.0 MAX. OR FI_ ER I '.ERIC VENT
9; .75 ` IN. NOT REOU RED
92.00 ` '
•ma
i
°
�n 10'
1 ELEV. -90.67---
/ 6 HIGH CAPA -ONE
Ip=1LTRk-',PS WITH
SONE J AN Z
11' X 48' X 1C nENCH v)RMAnON 3 '00
SOIL AI?SO"PTS N WEZONE
SYSTir M. ( 33AS)o usT
USGS PR 'BABLF WATER TABLE EL
OBSERVED WATER ABLE ( / / ) EE
P 7TOM OF TF �T HOLE E _ -82.0
7O
R LOT
75,000.'0 _± SF.
jj 18.5
,j \�
i
a 7
m n
-
3.T -
cy SOIL 15'60 GALLON 0 I
` ON CrG
TEST SEPTIC TANK
\ 0011,
10
94
I
j 98.2
O
e
F
D.
F
91-0 30X
LE`.:L ND:
EXISTING SPOT ELEVAnC 00.0
EXISTING CONTOUR ---
00----
FINA' Sr_ - ELEVATIC`J
MOTI
FINA CON -OUR --
A LOAMY SAND
SOIL TEST LOCATION
NO
UTILI''Y POLE -c-
B LOAMY SAND
TOWN WATER -W �
"•- -•s
CATCH BASIN a,
C MEDIUM SAND
G� S LINE
Ct -AN OUT
CF SSPOOL C.F. O
5.7
$fps 06.8 96.£
i
I No
SOIL TEST
DATE OF SOIL TEST AUCU$T 10y X016
SOIL TEST DONE BY �_WU,19B ENGIN€ RINC
WITNESSED BY A. VQKhQNE
OBSERVATION HOLE 1 ELEV.- 94.0
PERCOLATION RATE __2 MIN./INCH AT 27 IN I4ES
DEPTH
HORIZ I TEXTURE
COLOR
MOTI
0-5"
A LOAMY SAND
10YR5/1
NO
5-22"
B LOAMY SAND
1OYR7/4
22-136"
C MEDIUM SAND
2.5Y8/1
_ OTHER
ROOTS
ROOTS 93.56
92.16
NO WATER ENCOUNTERED AT 3 _6" 82.67
1- ELEV. _ _82.E7
DESIGN CALCULATIONS
NUMBER OF BEDROOMS_ I
GARBAGE DISPOSAL UNIT I!
TOTAL ESTIMATED FLOW I
( 110 GAL/BR./DAY X _4 BR.) -A IZ. GAL./DAY
REOUIRED SEPTIC TANK CAPACITY __j I GAL
ACTUAL SIZE OF SEPTIC TANK " 11 I GAL.
SOIL CLASSIFICATION
DESIGN PERCOLATION RATE !;_ j MIN./IN.
EFFLUENT LOADING RATE D ! GAL./DAY/S.F.
LEACHING AREA ! _ 1 _ SO. FT.
(1108)+(39=10/12)
LEACHING CAPACITY (AREA X RATE) !'iE -,!M GAL/DAY
626.33 X 0.74
RESERVE LEACHING CAPACITY _T 1E_ GAL./DAY
NOTES:
1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM T : D.E.P.
TITLE 5 AND THE TOWN'S RULES AND REGULATIONS 17( 1'
THE SUBSURFACE DISPOSAL OF SEWAGE.
2. ALL COVERS •TO SANITARY UNITS SHALL BE BROUGI-
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL B CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UN DE I OR WTHIN
10 FT. OF DRIVES OR PARKING AREAS. H-20 LOADI'C SHALL BE
USED UNDER OR WITHIN 10 FT. OF DRIVES OR PARN IN AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO ':tF IDE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIr;N I: WITH
DEEDED OR ZONING REGULATIONS. OWNER / APPLIC I.1, ' IS TO
OBTAIN SUCH DETERMINATION FROM APPROPRIATE AJ' -ORITY.
6. UTILITIES SHOWN ARE APPROXIMATE ONLY. EXCAVAT O' CONTRACTOR
IS TO CALL "DIG -SAFE' AT 1-888-344-7233 AT LIP IF 72 HOURS
PRIOR TO COMMENCING WORK ON SITE.
7. CONTRACTOR IS TO VERIFY GRACES AND ELEVATION!; IS WELL AS
-_ aT€-.^..^-.`.D'r^S-->!'!0.4-7fl-GOE4?1.EPlCk�'^s--WGn%_4l�F
.,E�It -#NY:_'JRRIA?1rDu _-
IS TO BE BROUGHT TO THE ATTENTION OF THE DESIIr iENGINEER
IMMEDIATELY. '.
8. PARCEL IS IN FLOOD ZONE X 67
9. LOT IS SHOWNON ASSESSORS MAP 10t AS PIIF TEL
10. ALL EXISTING SEPTICS ARE TO BE PUMPED AND EIT'IF i BACKFILLED WITH
SAND OR REMOVED.
i
Yarmouth Health Department
APPROVED: BOARD T HEALTH
DATE ATT r
C DESIGN
13 IMAM DRIVE
T 11K MA
02660
- n = 20'
i L
li f
` 7742--00 '
Ir f
1 OF 1
SOUTH ' A&MOUTH, MA
nSSG,
PROPOSED SEPTI
FOR JAN
p
RON Ut NOI
LOT 25, #43 MIDST
.
LDC.SOUTH YARMOI
s I±.TSER TNG -D
203 SEO BOX T711
508-
385-6900 SOUTH , DENNfS, 1
scar
DATESEPT. 7, .2016
REV. OCT. 17; 2016
C
SHI
LOCATICN MAP
REV-
r. �.
C DESIGN
13 IMAM DRIVE
T 11K MA
02660
- n = 20'
i L
li f
` 7742--00 '
Ir f
1 OF 1
n
i.
NOTES:
F
-- - . _
BUILDER WILL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. -- ---------- - --
Z-,SOME DIMENSIONS MAY VARY. FIELD CONDITIOi S WILL PREVAIL
AS LONG AS THE STRUCTURAL INTEGRITY IS NOT AFFECTED.
3- STRUCTU ZAL CHAN(i IS UST BE APPROVED
L}- WINDOW & DOOR SIZES ) BE VERIFIED BY BUILDER PRIOR TO
CONSTRUCTION.
I
0
TOWN OF YAKAOUTH
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT'
COMPLIANCE.
DATE;
BUILDING OFRC \s -'
y
Yarmouth Health Department,
4PP ED '"• `
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ame Date
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-DESIGN
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NOTES:
F
-- - . _
BUILDER WILL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. -- ---------- - --
Z-,SOME DIMENSIONS MAY VARY. FIELD CONDITIOi S WILL PREVAIL
AS LONG AS THE STRUCTURAL INTEGRITY IS NOT AFFECTED.
3- STRUCTU ZAL CHAN(i IS UST BE APPROVED
L}- WINDOW & DOOR SIZES ) BE VERIFIED BY BUILDER PRIOR TO
CONSTRUCTION.
I
0
TOWN OF YAKAOUTH
REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
ANCE. ERRORS OR OMMISSIONS DO NOT RELIEVE THE
APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT'
COMPLIANCE.
DATE;
BUILDING OFRC \s -'
y
Yarmouth Health Department,
4PP ED '"• `
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ame Date
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REVIEWED FOR BUILDING AND ZONING CODE COMPLI-
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APPLICANT FROM THE RESPONSIBILITY OF 'AS BUILT'
COMPLIANCE.
DATE;
BUILDING OFRC \s -'
y
Yarmouth Health Department,
4PP ED '"• `
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ame Date
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