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AREA. PLAN
R S YS TEM PROFILE -Bore FEnaEr,u AssocrATEJ r0 JTAA£ B.A.J. v ua
SCALE.- 1 a 30 70 eM4VATICK Aro To VEAX" sarL !
C FINISH GRADE NOT TO SCALE REMOVAL AM FINAL aWZN& W S.A.J.
"..r av NOTES:
FINICREtK
OVER TANK DE OIERSTRENCHES
21.8__ 2 1 • S
7 EL EVA TIONS BASED ON M. S. L. TOP FNO i; ,'.• : ra•.:...'.:.:. ' a rF . ,� /� qa s ��' .• ,�. y . /� w,�r/k�'/`v /( c :/ve v /i /
FLOOD ZONES - 'B'-& 'A4' (B1. 51
vy e!�--�•� TOWN WATER ON SITE o ZL scH 4a Pvc ...
-
�' � - p / - 7• CAST IRON /EES S� �• '-
� 19.40MAW
%a 19.24 19.00
°�• pg WWSO Or LoSEPTIarsTav7 BSM FLR 1500 GAL. EQUALIZERS -X8.50.
Nrn¢N n • of Lor LrNr<, u -. :. Y ., ..
LoeuSe4 •:f` % REINFORCED ,, chs DIST. BOX
LOT 9 - 110d aAL. �'.: CONCRETE
sepTrc rA,vr / •.N t'.' : r:;: • ! BAFFLE °s :• • I• r�L
:`i: i•:'•:. -.:'•.''.•:r TO BE INSTALLED ON A
Nme L` LEVEL STABLE BASE
anw=osEn LEACWAV
LAOTe CANTILE'IIwyym TREACN N1TH ru SEPTIC .TANKLL ROOF tD�RWAXMS
\z4 e' % zL rWrtrnAraas NtTH TRENCHLENGTH
0BE CONA zt \s• -e• of aruuF AROfxb
N FRENC!x• x s• -1o• - 2•. TO BE INSTALLED ON A
--- .8 v 15 00 6; / LSEE swcrnFJ LEVEL STABLE BASE irs�rorrfAr arvnxe TO K SEPTIC s• rQ 30' - 0'
\ n erA,. F n n E wmaurr LaeATrw. s f LM.2A 5 MIN. HEIGHT
NOTE.' DO NOT RUN HEAVY EQUIPMENT OVER SYSTEM °L ABOVE OBSERVED
T IS
++ \.p0 N r1,eEa
`0 MErArwrNJ NAtt
.lA• FrNr51T ilAfi O•'En d.A. a. !Z. 11.a
GROUND WATER '
t \ \� s P m Y ' `` soo . S.F. J + a. PROPOSED RETAXMINS WALL
I L4. :. REJEAVE AMEA LEACHING INFIL TRA TOR SEC TION <r":. }.. „ - E=.16.
P`""' \�\�' !e NOT TO SCALE SOIL AND PERCOL A TION DATA,
as 0084-4eAPM
rN fT:[E/r OF 7w91 '. SCALE J'-10'
C l
eANrree.vAST oear P � a �, FOR FINISH GRADE PNOTE
EAC'0 AT 4B'
1 ,,r✓ w,. f �\ \ \\\\ \ '�~ i n SEE SYSTEM PROFILE .:LESS THAN 2 MIN/SN. ,
MIN. 2, - r/B'-f/c -
(,1 �, A`• • ^.�A`✓r �' se"r.�,r �//ah",�'� �.(.v,�aCrA+-���.f�"�` /� T �., F .�,(tr r,•ASHEc src :yE PERC. RA TE:.
m �\ `a \ : aea rcE N EXISTING BER4lil
so. `_ �- °j- r° RENArN /A (t2'MIN.I a TAKEN BY RICHARD FERREIRA
% w, \ B4, \\ 2 :.. _... WITNESSED BY PETFR GRYANTON
ter:...-.,.�::.�:.: -` 'lo •:�-_-a•:/'`' .++� •.;
uMrr g}'.• z _. DATE SEPTEMBER 26 1996
ro/ \ 4 "DIA. PIPE `, • , TEST PIT ELEV. (1) 23.0 (2) 19.8
NTEsr (!) resr (2)
1 ��• 0.
NATURAL SOIL -\ �� :o , i EFFECTIVE i A•
- .,,� _ +-. r♦N S M +�'c� u, �\ \ \ \` \ 2 't y i S ,' ^ ". N DY
LOAN
DEPTH
; SAAVY
MUDDY nj WASHED STONE �.. •✓• "'�•. •t.(''.:'-•..•.•... �• `S. +� •.:• :: SA.+C'Y Lawl"1 - ` N Q EFFECTIVE WIDTH n, i 10 79 5/6
Q 1�, i
EXCAVATED SIDEWALL 9'-!0' sAAV
NUMBER OF TRENCHES �_ sr s m "
- \ -� AVM rf AN PCO SEPTIC 1mrEw Is 2.5Y 6/I
LOT B ' \` a DSTALLER TO AVTTFY 1W ea n0 ,rALTH NUMBER OF INFIL TRA TORS 4 •CB•
/� I ' ��
. (TIDAL! _ +�\\ L AI10 fEIMErRA ASSOCIATES Aar04 TO NEriO+'AL.
q (3$ 100 SF TOTAL)L \�� \ \� �
?.SY 6/a
vr/ W/ G1 t 120•
A.
SAAVY LOAM
IOYR 3/2
B
SAAVY LOAM
tOYR 5/6
'Ct .
SAND
2.5Y 5/6
'C2'
SAAV
P.5Y 6/4
- le 618 SF 6EQLAhD
20. 482 SF WETLANDS .N . L
a W DESIGN DA TA 6ROLfd7NA7ER
159 S. F. SIDEWALL AREA . 74 GALS/SF 117 GALS. ND. of BEDROOMS 9
NA \� DISPOSAL NO
a z 295 S.F. BOTTOM AREA • 74 GALS/SF 218 GALS. EST. TOTAL GAILY EFFLUENT 930 GALS.
'le \ SEPTIC TANK 1500 GAL.
454 S. F. TOTAL AREA GALS/SF 335 GALS.
CREEK
/ � F7�
�. 310 NS ES
- 15.005
�e ", s � (DEP T]4AA5rTI0N RU) GENERAL NOTES
'6R4NOFAThS?ED ISOLATED LOTS'
NOTE.' - 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN
j Z EXCAVATE TO ELEV. 12.0+ OR LOWER AS REOUIRED ACCORDAP✓CE WITH TITLE 5 OF THE STATE' SANITARY CODE
•r� W _TO REMOVE ALL LOAM AND CLAY CON T4INING DATED MARCH 1995 AND ANY LOCAL .RULES APPLICABLE
MATERIAL BENEATH THE LEACHING AREA, REPLACE P. ANY CHANGE IN THIS PLAN MUST BE, APPROVED
EXCAVATED MATERIAL WrTH CLEAN CLAY FREE GRAVEL BY THE BOARD OF HEALTH ;AIVD FERREIRA ASSOC.
MECHANICALLY COMPACTED IN PLACE
3. WHEN CONSTRUCTION IS .COMPLETED, PRIOR TO BACKFILLING
METLAND DELINEATION FUWrSMM NOTE: NOTIFY BOARD OF HEAL TH FOR INSPECTION
BY 'FUGRO EAST'. AND SYOWN .. Q 4. FND.ELEV.MUST BE CHECKED WHEN COMPLETED
AS FLAGGINB NUMBERS F1 -F7 `' Z THIS PUN IS A REVISION OF A PLAN 5. THESE ELEV. MUST NOT BE CHANGED WITHOUT
1 LEGEND DATED OCTOBER 2$ 1996 WITH REVISED
DATES OF 1111196. 121919E 1/31/97 THE BOARD OF HEALTH APPROVAL
} ALSO 3/19/97. 6 3/25/97 6. BOARD OF HEALTH INSPECTION REO •O WHEN EXCAVATED,
' (RESEFVE ARE'E CAL TrOVS) 1 1f ./
-- _ ----- - ��- Zo ---EXIST. GROUND ELEV.
6EMa+MAR,r. NVB) e1. 49.57 i 0 0 (REi/ISED: MAY 12. 1999 FOR ADDITIONAL NOTES) : Q VISED: ax 1P- 1999)
top "an9e Dolt adjacent to 1
- - letter N fn word •MEN' on 29' x 10' x Sot - 14_S SF1 1 r_h ^ --24-FINISH GROUND ELEV. �. _ -
hydrant located 1n YARMOUTH 29'x 10' x 50S - 145 SF I O aT
15• north of ORIFTN00Jrto• x 501 - 20 SSF 0 LN. 4• ` ti SEWAGE DISPOSAL SYSTEM PLAN
Zo.00
6 B• east o/ pole no. 6 RESERVE AREA TOTAL - 310 SF 1, 1 w/ a PIPE INVERT ELEV. -' ` - `• / �� -
•VAATANCE REQUESTS FROW 310 CMR • TEST PIT LOCATION
, PREPARtU FOR
.� r i F , •. - � ^�U
X5.211 MINIM(AM_SET$ACK DISTANCES ` , •_V/
1. SME'M.ZAV SETBACK rWrNs AREA
_PLAN REFERENCE.' 1 , •' , O O SEPTIC TANK L � ,.'-� 9 3 JOHN NOONAN
' r3 REIX,IRm To ThE LEA -�t LOT 8 NORTH `DENNIS ROAD
s IS sH°NN AAa7 REouesrm LAND COURT PLAN ` ❑ OzsrRreurzDN Box l "
2. PRMERTY LrAV SE78AM NO. 2.938,0B{
t0• Is RMrRm TO THE LEACHING AREA - - 4'C.I.OR SCH 40 PVC YARMOUTH MASS.
5' IS SATNN AAV RERCSTm
3. BOR0071NG VEGETATm WERAAV SETBACK 40BIT. FIBER PIPE-71GH7, JOINTS �sr /•'� \`',; t, _
too' IS REOUIRm TO THF LEACHING AREA F.E.M.A. MAP NO.
B4. IS SHONN TO Tf+E PRIMARY J REQUESTED 250015 0002D r, Y ` 't
70 • IS SATNN TO "E PES07VE s RMESTm - - - - - --•- PROPERT; LSP/ES , , 4 .17.E _„ DESIGNED: SAP .DATE : 1� 1999 _ -
_� FERREIRA ASSOCIATES
SETBACK DISTANCE
DRAWN: fP SCALE AS SHOWN 131 SPRING BARS ROAD
MAP SEC PCL LOT HSE CHECKED: GS DRAWING NO. • ' 031299Y FALMOUTH MASS.
' _
DAT
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