HomeMy WebLinkAbout1998 Jul 07 - Site Plan ReviewRate: May 20, 1998 DEEP OBSERVATION HOLE 0,��;, FOCUS MAP
Performed By :J,effrey Colby, S.B.N.E'. Witnessed B • Amy VonNone, .B.O.H. - y•,"
•
E I e v a t i o n
pati, Econ
Surface
ta
t Wmn
W T`x.hac
= `' OMA)
Sad C40W
Sot 1.••tolz2tng •
ww (structure, tto",
bWd a s. owshtency, '
38.7 *- 38,0
0- ,8
AP
Loamy Sand
10yr3/2
,
38..0 - 36.9
8-22
B ,'
Loamy Sand
10yr,5/6
36.9 - 28.3
22-125
C
Hed. Sand
10yr6/4
None
PhtcPIC)
WAT 6 MC
Parent material (geologic) G 1 a c i a 1 0 u t W a s h
Depth to bed(ock " Nom..._ Depth to Groundwater •NIA Weeping from pit face No e ;
Staridi water to hole No_Estimated seasonal high groundwater K --
Percolatioa Test: 0 15"-30",. 12"-6" in 24: 13 Min:(<5 .MPI) SCALE:. /
GF_NF�AL NOTES
1.f LEVATIONS .REFER `TO APPROXIMATE. fl.6'.V,A. ;SEE" E3EAICHMARK ' �;
ON HYDRANT FLANGE -BOLT:,
3 `•
2, ALL.GONSTROCTI.ON, AND MATE~RIALS •':TO. CONFORM.:TQ T'ITLE'.
MASS.' STATE;, ENVIRONMENTAL• CODE AND': THE, -TOWN OF -`YARMOUTH...<,
BOARD OF. HEALTR, REQUIREMENTS,
3 . ANY CHANGES -TO THIS' •PLAN I MUST -B APPROVED $Y THE BOARD
OF HEAi:TH`ANl3 SCNOFIELR'BROTHERS"OE' Nr .:;:ING.-; r ':
4. NO .PERMANENT ,STRUCTURES "SHALL BE CONSTRUCTE,P AVER THE IOQX .
ErXPANSION;AREA.
5. FOR .OPER PERE�RMANCin,; THE SEPTIC LANK SNouLD: OE-.. GT1rl
AT -LEAST ONCE •6 YEAR. IT 5HOULO BE ;PUMPED WHEN -THE-, .'(OTA " p,
DEPTH :OF SGUM; AND :SOLIDS EXCE:,£QS .1l3::{�F..ITS`'t.iQUID DEPI1�'�^'
t,• 6.ANY UNSUITABLE'OR DELETERIOUS ',MAT ERIALENCOUNTERE Qet3USI`•,B9••.
- EXCfiVATEO AND, REl10ilEO,TQ: A.QIVMNOE'Q S: FI"E1'fROy
SIOES OF, THE ,6,A..S. 'BACKFIL:L W.ITH-,GLEAN •GRAVEL OR, "NQ`
MA,TERIAI ,' MEETING TITLE; 5. 5PECIFICAT1ONS CONTACT..5Q1•iOF1E1,Q "
890THERS IF. ANY DOUBT OR QUESTIONS M1'5E'liE&AROING:: O;L
i, QUALITY.•'SCHOFI,EL0 BROTHERS OP N.E.. `jNC. •,DOES' NOT ASS1iME ,.
'414 RESPONSIBILITY FOR MATERIALS ENCOUNTER£U;'DuRING EXCAVATIQN.
0� 4,
J► ���+�a. ? • INSTALLAT.ION.'.CONTRAC,TOR SHALL,CONTACT. SGHOF.IEt.A, BR4TI�R� w;
PRIOR TO TACK,FILLING.`FQR.SYSTEM�CERTIFICATION.
A. E3.NO KNOWN WELLS 1;XIST WITH 14 2t}O':OF PROAOSEIi.a.A.SA,
z
tCLAW 9. INSTALLATION. CONTRACTOR. SHALL JAKE ,NEC£SSARY:PRECAUTIDNS.TQ
PROTECT AN0 ,MA1NTAIN .PUTTING. 6RE,EN-,SURFACE:,,
10. THE TWO EXISTING .CESSPOOLS SHACCOE., REMOVED AND AEP(AgEnENT
14 �✓ ��'EARTH BACKFILLCOMPLETELY COMPACTED -TO PROVIDE PROPER
FOOTING SUPPORT FOR THE PROPOSED ._A00ITI,ON. «,•w,
-- -- �i -- PAA J OSED CONTOC,.e G.IAJE
EXISTING CONT(iL%R
t`..� EX/STI�.IG CE:SPOOL •
-w nArea LINE DES/GN DATA "
I. 65T/MATED NYDRALWC LOADING
o�C P;�OPOSEQ i ��-L 64"ON `.✓EPrC TANK TvAL 5W It 3 6.'P. ID. X 7.0:1 %
(�'uLY +9't4 - 7L+tM J99'i�F'E.2 yakiwourMW�r�r: pF_P�GPP
O
-CIROPOSED D/SIR43UT,0N 5OX GA9.9A6E D1$PD6WL 45 ^�►�_ ALLOWEO WITN •TNIS. D,E5JG
_
Z. SEPrIQ TANK SIZE
-� PROPOSED LEACH 7h'ENCH gv&RAGr E nAljAw v • Z 2 rs x o o !� _ q SZ 46ALLOINS
(MINlMtfMi
SAPC TA.VK PRQV/DED I SG1O -
IiGALLONS
Pr2AP05ED LEACH RESEG2YE AREA PERGOLATA�N R.477� + 6'.5- "54604M R 1.
h`ii • k' EXISr/N6 sPar ELEAVTIONS S/DEwAL4 LOADING + o • 7� &ALLa,VS/S.F.
BOTTOM LOADING � � p , 7 ��� GrALLOMS/3. F.
TEST HOLE LOCATION -A• LEACH4,N6 AREA r
rOrAL �IDCWA" AREA PROVIDED . « O S P x 0. '7 G44.1 k.P' ;
PROPERTY LINE C5o')( s
19.0 GAL;;
TOTAL 90TTOM AREA PROVIDED + /.5,0 SF-
I PkOPOSED SPOT ELEVATION � r
litJ • gAL.
MAWneUM A110WA6LE LOADING (UNDER rlrz 5) i 5 y . o (,AL1ON9
ACM4L NTORAvuC WAD/N6 � c 't_L. C.ALLON5 (5e4E
MINIMUM SIZE LEACHING AREA EXCEEDS 724AT ALLOWED `UN01=2
BOTH 7NE TOWN OF '1A'` r.t a u T N BQA,20 OF HEALTH �41kEME'N75. ' .
AND TITLE 5.
PROF/LE OF S)'STEM i TYPICAL LCACH TREWi-1 CROSS - SECTION I
---NO SCALE ---
MANHOLE o COVER •- MIN. DLq • Ea" j ! _____._-___ ______-______ _T
± c ✓BRaIsl,rr tip TO W1TH/N !v' Of F/NISfEED 6l2ADt= � r `` . ' f PROPOSED SEWAGE DISPOSAL SYSTEM
y 3',ruu. 3`.rnv. FG.� � �, CLFAN 6ACKP/LL- � '% � F-UT c: ANN
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To I /1"Ar `.'o w • SEPTIC r4 NK ,. �_- -
• � . .y . / $OTT!:,�1 OF (� qy� i tSIG�/F.0 bY�� JQAi�IN f,Y: CNEGk� 3Y:
Sto.Jt BELo�n/. rci+a RLLONS i `- E1.EY �.' U ` i•r.
APACITY G --_
PRECAST REIIJFORCE�? COr/CL'c�'E �'' L E ,:CN. M`�; SCHOFiELQ 13.E'4rNERS OF !V• F•
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DATE — 2„ i O DONALD 1REVISED J �
Professional Building Designer
P.O. Box 532
So. Yarmouth—MA 02664 DRAWING NUMBERn
a , (508) 394-5296 .} _
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P.Ci: Box 532 4 L pRAWlN6 Numac