HomeMy WebLinkAboutEngineered Plan - 2018C'P I.,,r T, E 20 FT. I.1'N!MUM WL FROM CELLAR OR CRASPACE
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100.0.0 ti I 10 FT. MINIMUM FROM SLAB 1Q FT 1iFvIMJM 4 SLr,�
-�1 CLEAN SAND
(ASS��,`ED} INSPECTION PORT
!. \ CONCRETE -
COVERS
4" SCHEDULE 40 PVC PIPE LOAM AND SEED
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DATE OF SOIL TEST DECEMB'_R 5. 2018
SOIL TEST DONE BY�klNG
WITNESSED BY A. VON HO^'E___
tA:z'a a'i.du. ELEV.=.__97.9_
MIN. PITCH t/8 PER FT. t,
} 1/8" TO 1/2" PERCOLATION RATE <_2__ MIN./INCH AT �6G. INCHES
WASHED STON-
I
r----'- 6" AX.0,Sa0 �q��!. ` OR FILTER FABRIC VcNT
3,C , CAST IRON PIPE 6" MAX 97.35 VIIN. NOT REQUIRED
r—
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I (OR EQUAL) MIN MIUIk•1
E i PITCH 1 f4" PER FT, FLOW TEE \ z
' I I LEVELERS
DEPTH I HORIZ
TEXTURE
COLOR
MOT
JOTHER
0-3" iAp
LOAMY SAND
10YR4/1
NO
3-27" 13
LOAMY SAND
10YR7/4
27-120" C
FINE SAND '
2.5Y7/4
--- --- --- ----� ,- FL04V LINEG.O m ,
„ r .J WATER ENCOUNTERED AT __108" ELEV. -
I - _
-ELEV: _7• / L__ '1Q 88�9
t IAIN. — 70,
ELEV. _25.33 9J.27 _e.. �r'h�pco, O ELEV. _-----
I_i_EV. r.5_.�
ADD GAS ELEV, ��_23_ 6 ELEV. - __•1C__
__- BAFFLE ,
' I �: NUMBER OF BEDROOMS 3
y t E,. GARBAGE DISPOSAL UNIT --
�. J
_ 6 a t ELEV. = -----
r L: ,U!D !OUTLET G4 4„ Y+ c �`JIT� TOTAL ESTIMATED FLOW
I !C ; , A r NIGH CAPACITY INFILTRATOR
�+ ..t `_. _ �±_ STONE IN AN ' ( 110 GAL/13 ./DAY X 3 ER.} ._�,3D_ GAL./DAY
_ (EXISTING) = WELL W. 20 REQUIRED SEPTIC. TANK CAPACITY_ ���fl._ GAL°
4 i`Er_T i 4 INCH S TO BE WATER TESTED
i I 5 FEET 19 INCHES ! x�' *'.�) r, k g ie �� r - 11' X 3S' X 10" TRENCH FORMATION Q0 ZONE A P,CTUAL SIZE OF SEPTIC TANK EXISTING 1�t ?'� GAL.
F ^4 , $ ,^,ORE THAN ONE OUTLET ( } _
6 FEE 1 2 . INCHES '::. m :; #� '< r I s � INDEX. ; 8.14 (NOV.2018) SOIL CLASSIFICATION - l--
i FEET 29 INCHES � (TO BE PLACED ON FIRM BASE) � �°; � �" � � �`, � �' "' t:
DESIGN PERCOLATION RATE �_ MIN. IN.
P. .;< ADJUST LESS -0.27' 1.37 r , _ a a a�.:,
I S FEET 34 {HONES =.,y :..,, - -- /
i { 3/4" TO 1 1/2" CLEAN �,,u4'°, F AFFLUENT LOADING RATE J,.7-"_ GAL./DAY/S.F.
I DOUBLE WASHED STONE 4 = � �� 6 ED s � J`<'xS" LEACHING AREA �7�. §� SO. .
FREE OF FINES &. SILT ` (11X33)+(47X2X10/12)
i LEACHING CAPACITY (AREA X RATE) ��� GAL./DAY
y USGS PROBABLE WATER TABLE LESS 027 ELEV.
S�y •-.1�4 �: �,.' i'..f ..,t �4t•i���_ .. 7�:..4� . V&.%'V
r( 9 .-
USGS PROBABLE WATER TABLE ELEV. = F
c
RESERVE LEACHING CAPACITY R`ON� GAL." DAY
I NCT To SCALE TABLE ) « --__ - /
OBSERVED WATER A S ED W E E BLE 12 5 2018 ELEV.
BOTTOM OF TEST HOLE ELEV. =zZ._
' 1. ALL WORKMANSHIP AND MATERIALS SHALL CONFORM TC D,E.P.
t
g TITLE 5 AND THE OYN'S RULES AND REGULATIOPIS FCR
s
THE SUBSURFACE DISPOSAL-. OF SE'41AGE.
I 2. ALL COVERS TO SANITARY UNITS SHALL BE BROUGHT TO
t
€ ( WITHIN .6"°OF FINISHED GRADE..
.I
1 : 3.ALL COMPONENTS OF THE SANITARY SYSTEM `SHALL BE CAPABLE OF-
Vr!Tr?STANDiNG H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN
I 10 FT. Or DRIVES OR PARKING AREAS. H-20 LOADING SHALL. BE
I .
-
USED UNDER OR WITH N 10 FT, OF DRIVES OR PARKING AREAS.
I I E+ '� s ; 4. ANY MASONA2Y tJNfTJ USED TO BR!tiG COVERS TO GRADE SHALL
BE I�!iORTA9ED IN , LACc.
5. NO SET R.,,[:1A', HAS "� MADE T '.^<'
� E , 0'v S DEE'�I ti ,DE AS .0 COD.., LIANCE VdITH
n, a4_E_.ED OR Z0,1!NC RcGULA,ICNS. OWNER / APPLICANT IS TO
,Ay, N'� OBTAIN SUCH DETERMINATION FROM APPROPRIATE AUTHORITY.
i ,r : 6. UTILITIES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR
! \_. to" CZ1 �= r` p ;,. S 0 CALL DIG SAE AT 1-888-344-7233 AT LEAST _72 HOURS
v.
c - 4� PRIOR TO COMMENCiNG WORK ON SITE.
' 'I 1ST -
7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS WELL AS
*, SITE CONDITIONS PR10R TO COMMENCING WORK ON SITE. ANY VARIATION
-. .�
IS TO BE BROUGHT'TO THE ATTENTION OF THE DESIGN ENv^INEEP,
L 0 T 60
Y S. PARCEL IS IN FLOOD ZONE
9,400 S.F.f 4 - 9. LOT IS SHOWN ON ASSESSORS MAP �^ AS PARCEL0
...
_ - - , r +� it _r,r,�.- REtlOVEn-F,`�-.c^.t. UNDER AND
—
�l IY JD, IY,tJ L� i
r 00 FOR A MINI MUM OF 5' AROUND SOIL- ABSORPTION SYSTEM AND BE
REPLACED WITH MATERIAL AS SPECIFIED IN .310 CMR 15.255:(3).
c i - t
.a #. 97.50 1. EXISTING LEACHING FACILITIES ARE TO BE PUMPED AND REN40VED ALONE,
WITH ANY POLLUTED SOILS EI..,CD'JTERED.
T T .— Y h. REGULATIONS:
�. 12 VARIANCES . TO IL_- 5. AND .ARMOUTH REGULA (IONS:
' A. SOIL ABSORPTION SYSTEM LESS THAN 20 FROM FOUNDATION VAR,. OF 5,4 ,
B. LESS THAN FULL WATER TABLE ADJUSTMENT (VAR, OF Q27'): !
9 , .2 r; : - C. NO RE_ERVt AREA.
97 8a r.r,; ,, ,. ,, � , • ,
71
SOIL
t d:
9 — Y 1, �.• f, i ,
e ,.:,.. TES'
y �A 97.Q � Ba rr t valid for REPAIR OF SF.I I I(..
. O fate and Local s.tFlli v�lnancesONU.
review and ;+Ppr�wal ,N requirecF fair
C - , ,+ '�, ;•...., .. i �.. -" - ;:,,, ..�- AO ..,. salt!! r�
i,.5 \,°>, p vj Y: (aafure additions/reno%:�tion%i;mcratinns t-a
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