HomeMy WebLinkAboutApp# 14-A0191
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Change window in North gable
K wall to triple
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North elevation
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eliminate octagon window in South wall
extend awning window 8'
South elevation
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DATE:
10/6/2014
SCALE:
SHEET:
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DATE:
10/6/2014
SCALE:
SHEET:
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Ca5L eievavon
add Windom
South elevation
North elevation
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DATE:
10/7/2014
SCALE:
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DATE:
10/7/2014
SCALE:
SHEET:
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DATE:
10/7/2014
SCALE:
SHEET:
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TOP OF FOUNDATION
ELEV. s 91.00 10 FT. MINIMUM
4' CAST IRON PIPE
(OR EQUAL) MINIMUM
— PITCH 1/4• PER FT.
ELEV. = 88.00
ELEV.
OUTLET
6
7
LEGEND:
EXISTING SPOT ELEVATION 00,0
EXISTING CONTOUR----00----
FINAL SPOT ELEVATION 00_0
FINAL CONTOUR 003
SOIL TEST LOCATION
UTILITY POLE -o-
TOWN WATER=W�—W--
CATCH BASIN /l®l\
GAS UNE
CLEAN OUT
CESSPOOL C.P. Q
20 FT. MINIMUM FROM CELLAR
10 FT, MINIMUM FROM SLAB OR CRAWL SPACE
CONCRETE
COVERS
4" SCHEDULE 40 PVC PIPE
MIN. PITCH 1/8" PER FT.Ll \
I 1
SO'L TEST
DATE .OF SOL —,_ST XL Y 78 =-Cr
CLEAN SAND SOIL +,ELSE D .i._ By
M T'._Sci BY _A
INSPECTION PORT C�5+�A Tl� 1 , E .. ro
LOAM AND SEED ODSEP A {fir`I HOLE i LEv.=_8a e OSS7M— ,717"? F7—E i
PERCOLATION RATE _-:5-2— M N./INCH AT 7' p,'Cf+-S — -
2" LAYER OF
1/8" TO 1/2"
).24 MAX.
WASHED STONE
. VENT
88.00 VN. NOT REQUIRED
z
DEPTH
HOR!Z
FLOW LINE
""---
- \
87.24Ll
0-12
A
LOAMY SAND
tOYP5/3
NO
10"
12-34
MIN.87.45
..
ELEV. LEVEL
10YR6/6
° 85.91
POOTS
010
FINE. SAND
AS
ELEV. = 88_41_ 6" SUMP ELEV. = 86.74
o
"
°
ELEV.
I
BAFFLE
DISTRIBUTION
TABLE
i r -I E TA :`:
* f 1E
SEAIAGE
ELEV. _
BOX
6 HIGH CAPACITY INFILTRATORS WTH
ELEV. _
.�
NOT TO
_$6,74--
STONE IN AN
ELEV. _
(TO
BE PLACED ON FIRM BASE)
TO BF WATER TESTED
16 51
DEPTH
HOR!Z
TEXTURE
COLOR
MOTT,
OTr+ER
0-12
A
LOAMY SAND
tOYP5/3
NO
PCOTS
12-34
B
LOAMY SAND
10YR6/6
�/ (SAS)
POOTS
34-120
C
FINE. SAND
2.5Y6/4
107 GPa.o'L
FREE OF FINES & SILT
f
I
DISPOSAL
1540 GALLON
IF MORE THAN ONE OUTLET
11' X 48• X 10' TRENCH FORMATION
"
AT ELEV.
j OTHER .
(To BE PLACED ON FIRM BASE)
SOIL ABSORPTION
f ayr'r ct't-c
WELL_NLA NO WATER ENCOUNTERED _1207
SEPTIC TANK
15-221
F
i
!CAW?,SIN71
ZONE
ROOTS
3/4' TO 1 1/2' CLEANSYSTEM
�/ (SAS)
INDEX
DOUBLE WASHED STONE
\
ADJUST
FREE OF FINES & SILT
f
I
DISPOSAL
p
SYSTEM PROFILE
TABLE
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* f 1E
SEAIAGE
ORSERVLDUSGS WATERROBABLE TABLE (WATER
ELEV. _
NOT TO
SCALE
BOTTOM OF TEST HOLE
ELEV. _
i a_P -^•
Nr,=..
_4'_><
j OTHER .
C-16
A
f ayr'r ct't-c
_`.�•` e r
";';' ! GOTS
15-221
F
i
!CAW?,SIN71
ROOTS
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Cl
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* f 1E
NO W.A,=P EN'X x Ar _s447- Eif V. _ _64_9_
DESIGN' CALCULATIONS
NUMBER OF BFDRC:CVS 4
GAPPASC DISPOSAL U";'-
TOTAL ESTAIATED F'LC`t+
(
110 GAL/ER./DAY X t g.)_440_ CAL/DAY
PECUIPED SEPTIC TANK CAPACTY _U42 - GAL.
ACTUAL SIZE OF SEPTIC TA` -> 15_00 GAL
SOIL CLASSIFICATICN 1 _
DESIGN PERCOtAT,CtI RA7 < 5_MIN,/IN-
EFFLUENT LOALING RATE 0,74_ GAL/DAY/S.F.
LEACHING AREA 126_33 SQ, FT.
(11X48)+(59X2X10/12)
LEACHING CAPACITY (APEA X R_47'1 4$3,4$ CALfDAY -
626.33 X 0.74
P.ESERVE LEACHING CAPACITY 463.4-5 GAL/DAY
NOTES:
1. ALL WORKMANSHIP AND NA"EPIALS BALL CONFORM TO O.E.P. .
TITLE 5 AND THE TOWN'S PULES AND REGULATONS FOR
.THE SUBSURFACE DISPOSAL OF SEWAGE. -
2 ALL COVERS TO SANITARY W.VTS SHALL BE BROUGHT TO
WITHIN 6" OF FINISHED GRADE.
3. ALL COMPONENTS OF THE SA.N!TAPY SYSTEM SHALL BE CAPABLE OF
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER. OR WITH;N
10 FT. OF DRIVES OP PAPKING AREAS. H-20 LOADING SHALL' BE
USED UNDER OR WTH!N 10 FT. OF DRIVES OR PARKING AREAS.
4. ANY MASONARY UNITS USED TO BRING COVERS TO GRADE SHALL
BE MORTARED IN PLACE.
5. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH
DFEOFD OP ZCNWG REGULATIONS. OWNFP. / APPLICANT IS TO
OSTA..•r SUCH DETrPM'IA.TICN FROM APPROPRIATE AUTHORITY.
_ - r 6� UTILITIES SHO)6I ARE APP40 VIVATE ONLY, EXCAVATION CONTRACTOR.
O) - IS TO CALL DIG SAFE AT 1-888-344-7233 AT LEAST 72 HOURS
PRIOR TO COMM-
7NCING WORK ON SITE.
p . CONTRACTOR IS TO VEP.FY GRADES AND ELEVATIONS AS WELL AS
CH
n - � l _ lS� � � -SITE CONDITIONS PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION
9Q IS TO BE BROUGHT TO THE ATTENTION OF THE DESIGN ENGINEER
SF'ppn0CCq IMMEDIATELY. —
8: PARCEL IS IN FLOOD ZONE C
2 9 9 � 0, 9. LOT IS SHOWN ON ASSESSORS MAP 143 AS PARCEL
I t -10. ALL UNSUITABLE MATERIAL SHALL BE REMOVED FROM UNDER AND
OR A MINIMUM OF 5' AROUND SOIL ABSORPTION SYSTEM ANO BE
REPLACED WITH SAND AS SPECIFIED IN 310 CMR 15.255:(3). -
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x 105.43 102.65 _____--gUSINES
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RECEIVED
K+? ; "2014
YARMOUTH
LO^
)q- Ao)�
APPROVED: BOARD OF HEALTH
DATE AGENT
PROPOSED SEP CC DESIGN
FOR
'i�Ol�kS ADAY.CZYK
i
x!0'1' 4
s
11-42 ,T)EN rl-ff, YARMOUTH
r
a"• t S .` t ♦ L. l -!G: Z i d.s.F.i i, 17'-rG
Ij I t S «i*'r'E T POAD
za_ F L 2,DX 713
?3g MASS:
c i t`,`S.
02660
20,
5607-04
J L_ 1
LOCA i i0i ti !.' w— r `_ Ji;c T O1[
C<^014 SVrEETSER ENGINEER