HomeMy WebLinkAboutEngineer PlanTOP OF FOUNDATION - _ .0 FT. MINIMUM FROM CICLLAR OR CRAWL SPACE
ELEV. o.1004 10 FT. MINIMUM 10 FT MINIMUM FROM STAB
(ASSUMED) l_ CONCRETE
3 COVERS -7
4" SCHE)ULE 40 F'
HIN. PI" CH l/8" 11
Z_ , 4
i
34 4" CAST IRON PIPE'
-
.A
-1-
(OR EQUAL) MINIMUM -
PITCH 1/4" PER F".
] = \ LEVEPL�RS
OW LINE -_
ELEV: 417.17 _ Tor �J
MIN, A (- _
`ELEV. _ _85_75 F_..
�r 6 SuU
r= 9.8 ADD ,AS 89.10
ELEV. .�.-.�_ ELEV. _ -___-
BAFF'U-- U1STRII:
- r
�LIQtT. CJTLET 1 I - _� ac
-- - - - - SOI TEST
DATE OF SOIL TEST AP71s 26 - 0?2
SOIL T_ST DONE BY SSW EIS,E NEER_'_vG
CLEAN SAND NATNEE:SED BY
IMSPECT104 PORT t�*' A /1 L!^'
FE LOAM AND SEED W-31SER V A1101 HOLE 1 ELE:v.=_ 99_0
i' OF
t- ?LAVER
/8"101/2" PERCOLATION RATE < 2__ MIN./IN-,H AT 83.- INCHES
WASHED STONE
OR FILTER FABFIC
_ 89.15 b4AX N451
841,g b':."E. NOT REQUIRED f
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1
OED -H HDRIZ TEXTURE
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COLOR
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34 E4 BL OANY SAN)
10YRG/,3
64 1 Cl MEDIUM SAND
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D D C] D D C1CD ❑ D D NQ (WATE.R ENCOUNTERED
AT
t"ELEV.
VE �ESIC4CALCULATIONS
2
N-_n�-❑
E'S
44S
3ELEV D D CEl D CD C3 D D D 2 -NUMBER OF BEDROOMS -__
G 2Bhnc DISPOSAL UNIT
tot ELEV. D D D D D CID D D D ❑ TOTAL E$tl'AATED FLOW
/DAY°110 CAL./C' /`DAY X .�M. GAL.
, (fMo LEV.pO_..11 winnnI ry
6 FEET !4 INCHE5,. vvv v. ...:-.�....
TO 13E PLACFG ON FIRM SASE), 1 X 25' X 1REhJCH
�pT Tp �/ ( AA ,? OO - DESiG,^d PERCOLATION RATE
I8 FEET 4 INCEET 119 IN HES I :11.r 11C fi1��F� `" J �--- 4 'AI �^�# - ZtNIE_
- _J 3,/ TO 1 1 _ C:IAN SON_ ,�,�.,7a1a� 1iVe'4 in _ INDcX OFF ENT LU'I,ING IRATE -Q.-4_ GA'_./DAY/S.F,
DOUBLE WAS :D STONE SYSTEM
A AISJUST_ LEACHING AREA 1 SR. FT.
FfZE:E OF FINE; &SILT SYSTEP,4 cl - (13X25)+(33 X2) re+
�- USGS Pn^OBA31E WATER TAE LI, ELEV = ______ lt:ACHiNG CAPACITY (AREA X RATE) ri, •E" GAL./CAY
t t n S K 477:.0'.3 X 0.74
SE-YIAGE DISPOSAL $l STEP 1 PROFILE OBSERVED WATER TABLE ( / % ) ELEV _ R_`;ERVE I FACH h:G CAPACITY 1 GA_-/L'AY
NOT TO SCALE BOTTOM OF TEST hICLI: ELEV =
%v:/ T S:
�l 1, ALL WOR AND MATERIALS S+TALL CCNrQRtA: TO [)[.I'.
T14 E 5 A':C T'tE '0'i`"!'S RUES AM1D RFG'JLATICN>-'UR
THE SUBSUPFACE O'S'OSAL OF L:W,t6c
i S .r
., -2. AIL C:OM'EF,5 TO -SANITARY JIdITS SHALL BTCJGH TO
WTHIN 6" 07 FINISHED GRADE:
,3. ALL COMPONENTS OF iN'_ SkNITARY SYC.MM' SHALL B _ CA°AB-E CF
W";1HSTANCTFG H-10 LOADING UNLE`;S THEY ARE UN'IER 02 '1r"THtN
10 FT. OF:DMVIS DR PARi�ING-APE4S. H-20 LOADI`.G SHALL PF
UI:ED UNDP OR WITHIN 10 FT. OF )RIVES OP PAP:ING AREAS
4. -ANY MASON:ARY LIMITS USED TO B' NG C04iRS TO C"RADE SHALL
DE: MORTA17ED IN FLACE.
D1 5, NO DETERMINATION HAS BEEN MADE AS TO CDM"PLIANCE WITH
.-�rFrD��Ei DEEDED OR ZOWNC• REGULATONS.AOVNER -/ APPLICANT IS TO
�{ �� 1 l b Of3TAIN SUCH DETER NATt.W FROM APPRO• PiATE AJTHO TY.:
BA. )�`�'�� 6. UlLIT,ES SHGV.! ARE APPROCMATE ONLY EXCAVATION CONTRACTO^
1S TO CAU D'G SAI"'c." AT 1-F88-344-72:13 AT LEAST 72 HOURS
PP?:OR TO CoVV_rN';ING WORft ON SITE.
�- 7. CONTRACTOR IS TO VERIFY GRADES AND ELEVATIONS AS W. IL AS
SITE CONDITIONS PRIOR TO CDMV, :N OING WORK ON 5 TE. ANY VAR ATION
97.5 IS TO BE DROUGHT TO THE ATTENTION OF. TNI- DFc'CN ENGr "S:R
�o� 5. PARCEL I5 ,N FLOOD ZONE X__ '
£tR.6 P',a 9.`U)T IS St+Oh*! O.T A, ,__o)5`MA,
71.84 F•A:' Err t1 SS c , P V AS PARCEL
..�� ' S /�!� 10. A_L U".SUITABLE MATERIAL SHALL FIE REMOVED FROM UNDER AND
Ems,;„Ti ^ FOrk A M!',IMUM OF S AROU 0 `_OIL Ar -SORPTION SYSTEM AND BE
�� `�F�� �I �' REPLACED VITH MATERIAL AS SPiGFIFD IN 310 CMR 15.255 ;3).
AI , AkT �P� 1L THE INSTALLER IS TO GIVE THE ENGINEER A IA;N"A04 OF 48 HOURS
+� A
, 99.2 � � i�-y, _. (2 V10RKiN3 GAYS) NOTICE FOR THE FINAL INSPECTION (NUMB".ER BELOW).
pti ! ' �/ 12. EXISTNG 'iT IS TO BE PU"+FED AND REMOMEO ALChG WITH ANY
y� I ✓ POLLUTED SOILS ENCOUNTEk''D
I
99.0 13. VARIANCES TO TITLE 5 AND YARMOUTH REGU_ATION S:
A. SOIL ABSORPTION SYSTEM LESS THAN 20' FROM FOUNDATION (VAR. OF 3')
/ '99
.2_3.7 . 9D 4 B. NO RESEFVE AREA
99.3////
.,
HED/ xE� 0- "i.4 r �
620
99,2 i i /` • / � � �„E1UNG /- ��� V'V"! ' t a-�;�+
x rn
�/ 6x12 BEpFDgAS��
DEStG6EJ o. 41
� J 3 B>:CROC1IAS �' 70)0 GALLON
kQ*� � AstFF-C oas''
J .�,..
Ili
SEPTIC TA•,k
n ...- /�/BOARD. '
• 99-5 OI ! B:A. "`ovv�
I3`'� *" . APPROVED: BiJlb�Q MEQ L11
r,1
/�, D.'A
1 1 p€E1t 1 BGX DATE
100 D
v, .
GE
O SOIL
/SSL) TEST ;
/ L 25.0, o
tn
th
d0�j 2i
EXISTING SPOT ELEVATION 00,,0
EXISTIN- CONTOURMAY 26 2022
FINAL SPOT ELLVATION . U..0
FINAL CONTOUR
SOIL TEST LOCATION HEALTH DEIN.
UTILITY POLE -O
TOWN WATER a�W"tea•=tl�
CATCH BASIN. :
GAS LINE
CLEAN OUT �•�--��`
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SOUTH '1
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203 SEIUCKET ROAD
P. 0. BOX 713
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335--(3900 SCUM CENNIS, MASS. 0266,0 '
oATE�IPR. 26, �'02�]
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