HomeMy WebLinkAboutEngineer Plan-LEV.
.e. o FT. ll!l I F-F!" 0 Cri LA n 07' CP 4 W.- S')
10 FT. to FT. F_rl.r_tl SLAP
Cclfllrrlr M_
COVEPS
40 pvC F71E
V-4. PITCH 1/f* Pr_-P FT.
7. V) 4' CAST IF'ON P'PE:
(OR EQUAL) - " ' 4
PITCH 114- PER FT,
ELEV.
ELEV. -
-PUN.
F" k#A
ADD GAS
BAFFLE
FLOW
LEv'_LE pS
CLEAN SA11110
i.OA.to AND SEED
2' LAYEL7 OF
l/C TO 1/2-
V'A'-�4-D STC.'-IE
P3.5 WX C.rZ PI! FAF?P'C V7M T
NOT PEQUIRED
TEE ANN!:X
TOP Or FOUNDATION
'an ELEV. = C^•3 --- N
-----
(ASSUMTD)
`ELEV.
0000OU00000
Jc SU.ln LELEV.
.7
ELEV. - S"I"
ELEV. -'r-ttplIp
IX"S" Fill"I"i-PT!
r, rv.
I L.-
LIB !,'!I`; OUTILET I I r- 0 1% 1
LtLi.) ------ 4 1 It - 11 , _- 4.53
4 f LET 14 (E XI S 4 G) TO r E WA 7 P 7 S T ED 4FLOW D'rrJSO`S V!T"H
5 FEET 19 PICHES IF" POPT THAN CNI" OUTI-ET STO`i!: IN AN
C, FEET 24 INCHILS 000 G!,U_0*�'�l (TO EZ' PLACED C'! Flr'�)` CAS�:) Iv X 4,7' X 17* TPENCH FC"Z�4 LL
7 FEET 29 INCHFS OTP-110 Tt�pmo ATION In WE
8 FEET 34 INCHES..." ZONE
3/4- TO 1 1/2- CLEAN il C� 0", 1 7 .11. 45
11111DEX A`-'--3 -(4/2=)
E Wj�,CLlr-D STC'�" ADJUST
S V. " t. G 7- MS3 1 7 0 S 1, 1! - S Y:3 T V, I P7M77_E T-1
_1�._ice_ADJUST-1.0
t:OT TO SCALE
USES F!7O'_)APf E WATER T/l!71,E LESS 1.00' ELEV. - ELEV. -
UT I _T�'_
F 169 u-7�s rFmi. E V AlER TA!:.F ELEV. = ELEV. =
69 ROUE,
TAF,'E (6/11/200M ELEV = ELEV =
C-OTT011 Or TEST HOLE ELEV. ELEV. - _Y%7-
Cgq, `ST DATE Or SOIL T-LST
SOIL TEST DON't-_ BY Q._LERTY
VITNESSED BY .,r
ELEV.=
94,4
1-1
PO
LOT AREA
93.0 _. I
917
EXISTTIIG OFFICE
A N, D 1 C. M, z 0C` 1
100. 0
sq.
97.0
10-
2 L
7.4 5. \_05�5 DECK 93.3
95:3 LT - - 93.2
9-8.
93.2
93.2
4.
4)
Ey"ISTINeo (9
4.2
r
ECK C.O. 93.1
PAP'<ING
1000 GALLON 93.0
SEPTIC TANK
- 93.2
si-p rl Cs
L 0 CA MD
p Y 10 TplwTls'
SOIL
TEL ST 3
4
PIT
PIT i
_r__ `4
. 93.3
- 92,6
SO" - TEST 1
Box,
92.1
7
12.0'
01!T OF 5'
OVERDIG
., k .,
a 93.5
ft--w,4. br "_P.Ml 07 V-7,"MIC rtT_=
colllu. en t9 Ettl! r1l
r---W,d el V S Fertm #,!Vl e; ,.Vfl b ratrtvl L7
0"
D
q
D <7!
Num:lD::r 0!7 Mlroom<s
GAP2AGE C""SAL UNIT
_T
AREA Or 0'"Ft6i:
SO, FT,
TOTAL ESTI:9ATED FLOW
-2- m.) +
(73 C"!_AC7i ST./IDAY X f"". M)
GAt_1 'y
PEOIJ!"[U) S--P*r;r' TANK CAPACI_i'i
CAL.
0%
ACTUAL SIR ISM-111C TA .,I
S-01
DESIGN PMC-01-ATION PATE
r p!."
EFFLUENT LO A!�` !G, PATE
i
G A!-. /D," '/s F.
_
C
+
LEtCH`l-, CA"CITY (A ---A Y rl! T,
C 1) X 0.7 A
FES'ERV7 CAPAC! 7Y
N E
TE-R
,to
L)
Ay,E, S
No. 97
A,\
S'j",
T
LE.07 Mn
EY`E P'!' ELEVA 7C" "Iti
92.3 EX'_lT:"G
FlR',AL SP07 CLEVAInnN f:
SO'l TEST
T_
S'T 2
<"ll - - - - (,-4) - - - - - - -
1 94 2
- 95-3
A R' E A =-
28,340 S Cl. FT.
1,2. xl :11 ,
r
� t-
PERCOLATION PATE: 2 M!N./INCH
ELEV. - -SI.M-
DEPTH
HO'771Z
TEXTURE
COLOR
MOTT.
OTHER
C-s"
9-16"
1 F) - f C.. "
"6-134"
134-144"IC33
A
D
Cl
LOA"Y SAND
10YR4/1
tic
SANDY LOAN.!
SILT LOM.4
7.5YR4/6
rAY511
2.5Y5/4
2,5Y6/4
C2
Yr-D./COAP. SAND
FINTL SAND
WATELP ENCOUNTTEPED AT 138" ELEV. E1.4
7342 0 R I N i - 7_' VAT10" HME ELEV.- 9"'-0
DFP TH
HO?!Z
TEXTURE
COLOR
MOTT.
OTHER
0_9"
A
LOA4Y SAND
10YR4/1
rjc
rOOTS
o-19"
C
SANDY LOA1,1
7.5YP4/6
ROOTS
19-Elp*
Cl
Sl!*-T LOMI
5GY5/1
r?-94*
C2
klED./COAP. SAND
2.5Y5/4
94-110*
C3
SILT LOAM
me-l5CIC4
FINE SAND
2.5Y6/4
Vl WATER ENCOUNTERED AT ELEV. s Mr3
DATE OF '-',C'L TEST
SOIL TEST DONE By Si'_"ljc'R EN"INEEPING
101TIESSEM BY _P_R-,NAUD
ELEV.= 92.2
W_ DEPTH HC COLOR MOTT. OTHER
0-2 ?' Ap SF I'll' DY LOAM 10YR4/1 NC FOOTS
_-3,1, E3 JSA�NDY LOMI 10YR6/- ROOTS
`7
2
L0,'
SE __
6S I C ICOAP-
WATEP ENCOUNTEPrM ATELEV.
V, 0 T-s:
1. A'l AND MATEPIALS SHALL CONFOMI TO D.E.P.
TITLE 5 vID THE TO'."I'S RULES AND, REGULATIONS FOR
THE S'J2-M' FACE DISPOSAL OF SEWAGE.
2. ALL CO1.1; RS TO SANITARY UNITS SHALL SE P70UG11T TO
OF FITS-HED 0111NOE.
3. ALL CClIr-OlIENTS Or THE SA0,41TARY SYSTElt.1 STANID`�!G H- .SHA! - I EE CAPAF�LE Or
Y.�-w 10 wl_ .LOA1DI1NG M!ESS THEY ARE U11DEP OP Y,rTK'l
10 FT. OF D7!�S V" PADVING Ac?_EAS. H-20 LOADING EHALL K
USE? UNDE" OR VITIAtN 10 FT, OF DRIVES OP PARKING AREAS.
A PNY MASONAr'Y UNITS USED TO F,7:NG COVERS TO RZADE SHALL
C-7 MC7T/`Pr7D IN PLACE.
NO DETT"PWNATION HAS BEEN VADC AS TO CO"PLIANCE V'TH
M ZON'NG FECULATIOPIS. Ol ,,!!:R / APPLICANT IS TO
O::Tt-'N SJCH DETEP!F"'NAJION FPC%,g APPROPRIATE AUTHORITY.
6. UT-21TES SHO?,"l ARE APPROXIYA.11: ONLY. EXCAVA-ION CONTRACTOR
IS TO CALL "D!c',-SAF"L' AT 1-60r-344-7233 AT LEAST 72 HOURS
F`C'7 TO WORu ON SITE.
7. CfC"<TPACTM IS TO VERIFY GRADES AND ELEVATIMS AS WELL AS
CITE rRICR TO COM!,'ENCING WORK ON SITE. ANY VARIATION
IS TO C-7 EF'CIJGHT TO THE ATTENPON OF THE DES'GN ENCfNEERI
jp&jr--t,#
TELY.
F. PJtrCFL IS IN FLOOD 70N17
S, ` A "ARCrL _171
10. ALL UNSITTIAP'LE. PATERIAL SHALL P.c-' REMOVED FPOIU'17)[R AND
FC-3 A Or- 5' A!1O',INTD SO'L PPSOMPTION SYSTEM AND CE:
F7_`LArF:D V.*TH kdATERIAL AS S!_'ECIrl[D IN 310 CAN? 15.255:(3).
11. T'�. INSTALLEP IS TO CIVE THE ENO!NEER A or 4p, Holjpr
(2 DAYS) flOTICE FOR THE FINAL INSPECTON (NU4,05'r__R rr__Lct?)
12. EY'STING PITS ARE TO ErPUMPED-AND EACKFILLED V,'TH SAN0.
13. TO TITLE 5 AN") YAr'MOUTH REGULATION'S':
A- LESS TWN FULL VATER TASLE ADJUSPI.,)tCtIT (VAR. OF 1.00')
i - r
CATCH tr�
CAS
CLEAN' 6jT [,r-,l-'-T.0jV'C_D: BO/jRD OF
JUN 0 1,20721
HEALTH DEPT.
DATE AGENT
- 9 Ill, 7
U tv:,, 7:,
Fi
J
FOR
tj
IX7
17,
203 SE-IFLICI-, 'ET RCAD
P. 0. 60 713
SSOUTH DENNIS, MASS. 02660
A A 2 0' R. 9, 20?lj
it VA qkJ
F!_- V. _T 07 1
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