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,hp MKeber 0-9706 Robert Sverld Page-S---a-Z_< PLOT PLAN
9/1/9J am •NottinghDrive, Yarmouthport, MA.
DEEP OBSERVATION FiOLEfI � LOG I _ 2 � -r
Vie8 - Kelda Melah B O.H. - SCALE : -_ __ _ _ _ _ _ _ _ _._.
Elevation
Perf. 8
Dal han
&-a-
:•Jeffrey
94
eb4on
Colby
"TOA"
lJSDN
-
bol 00W6a:14r�ry
_
phr [Wudua. ° .
teddss carmtdeuoy
K
20.5-20
0"-4"
O -
Organic
20.2-19
4"-15,"
A
zamy Sand
10 YR 3/4
None
19.2-17 6
15"-35"
8
Loamy Sand
10 Yr 516
.None
17.6-S.;
35"-142
C
rine Sand
10 TR 6/8
None
_
LOT N0.
LOT APEA:_�7,7ZO'5F
LOT
-11
[awl mateft(Oedo01C) GlacSal Outveah :.
MM tobeftck DePM 10 Clmadweter . • Weepinp from ptt laa _ N-_ � \ \
Standupamier M We No Famated 9ess0rottdghpmr&Mer EL. - 8 \
Perc. Test : 45"43" \ c'
♦e,°dr4.a..Ia:.eNK/+. 12"-9" in 1 sin. 56 sec. -
_9"-6" in 2 min. 20 sec. \ \
j bNumber 0-9706 Robert Sverid . Tape _2_Of�_ \ /
9/1199 Nottingbam Drive, Yarsouthport. NA. \/
DEEP OBSERVATION HOLE O'? LOG
Wit. ay: Keida Welsh. B.O.R.
Per& BY: Jeffrey Colby - Sal "INV
Dep or"hoe - bd TrAus SoA Calor OMSNn. ee"Ada", -
Eltisatim burrow ibimn OIS'ON .. - w _\
casi Zo e
21.3-21. 0"-4" O Organic
21.0-20. 4"-157 A Loamy Sa 10 YR 4/6 None
20.0-18.ff 15"-30" 8 Loamy Sanc 10 TR 5/6 None .(p•.Z -
18.8-30. 30"-132 C Fine -Ned. 10 YR 614. None /
Sand
s-
--
16 ` O
Parent matMa, (geologic)Glacial Oatva (geologic) No
DeM to bedmck tmPth to GtaRldwater W ; \ \ t
`
SjffdVysterInWe No : Estimated Se65irsd tdgh0. \ \ Q•�
61
o
d
Hick POINT O\ S\J\
ON ROAD F.
,z LL LOCUS. MAP
APP°t'IECI crr.� '�-'tR ate.'✓ 1 ..i -i
i
^' ARMOUIN + .'Al
RU'\
� � o SALT,
TO
Y
a i o
� 100 O
" SCALE : l I N. = 2000 -T
A
G� o� j\ 1 . GENERAL. NOTES
1. ELEVATIONS REFER TO N.G.V.D. SEE BENCHMARK ON SPIKE IN TRIPLE
OAK AT CENTER OF LOT.
2. ALL CONSTRUCTION AND MATERIALS TO CONFORM TO TITLE 5 CIF TILE
o S q q o ` \ MASS. STATE ENVIRONMENTAL CODE AND THE TOWN OF YARMOUTH
V BOARD OF I IEALTTI REQUIREMENTS.
3. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF
HEALTH AND SCHOFIELD BROTHERS OF N.E., INC.
4. NO PERMANENT STRUCTURES SHALL BE CONSTRUCTED OVER THE
100"/, \\\ EXPANSION AREA
PE
5. FOR PROPER PERFORMANCE, TI HE SEPTIC TANK SHOULD BE INSPECTED '
5 S AT LEAST ONCE A YEAR. IT SHOULD BE PUMPED WFIEN TITS TOTAL
- DEPTH OF SCUM AND SOLIDS EXCEEDS 113 OF ITS LIQUID DEPTH.
6. ANY UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERED MUST - -
BE EXCAVATED AND REMOVED TO A DISTANCE OF 5 FEET FROM ALL'
SIDES OF THE S.A.S. 13ACKFML WITH CLEAN GRAVEL OR SAND
\ MATERIAL MEETING TILE 5 SPECIFICATIONS. CONTACT SCHOFIELD
��' S a \ BROTHERS IF ANY DOUBT OR QUESTIONS ARISE REGARDING SOIL
QUALITY. SCHOFIELD BROTHERS OF N.E., INC. DOES NOT ASSUME
/ ? s,\ RESPONSIBILITY FOR MATERIALS ENCOUNTERED DURING
�, O FFR\ �/ a: EXCAVATION.
q0 a ° l�(+' 7. INSTALLAT]ON CONTRACTOR SHALL CONTACT SCHOFIELD BROTfiERS
/ ' Q '�J t T, r' \ / n _ t6.' PRIOR TO BACKFILLING FOR SYSTEM CERTIFICATION..
� 8. NO KNOWN WELLS EXIST WITHIN 200 FT. OF PROPOSED LFACII AREA.
/ N /„� " 9. SITE RESTORATION REQUIRES ALL STRIPPED TOPSOIL AND SUBSOIL
O TO BE STOCKPILED AND REUSED AT OWN'ER'S OPTION. RESPREAD
- OVER ALL DISTURBED AREAS TO PROMOTE OPTIMAL GROWTH.
p 10. ALL AREAS IN THE 100 FT. BUFFER 20,E SHALL, BE RESTORED 14 I
'',,, & o ,� �'• -F. LANDSCAPE VEGETATION AND/OR AT THE DIRECTION OF THE
CONSERVATION COMMISSION.
11. THE WORK LIMIT SHOWN ON THE PLAN SHALL BE STAKED AT 25 FT.
A LOT
i
2
PSL
40
\ 1
\ p 3 2
- IV
JttALl. Est uvirvrvtlxutry to urcl wLt.w atn wwrv�rvuta.
13. PLEASE REFER TO ANY ORDER OF CONDITIONS ISSUED BY THE
CONSERVATION COMMISSION FOR THE. PROPOSED WORK.
DESIGN DATA
I. E677T7ED HVDRAfu)C LOADONO
0"ROOM9 AT I/O GALLONS PER DAY Pee BEDROOM. 330:0
eAp6AGE DISPOSAL /S NOT ALLOWED WITH IWIS DES/G4.
1
Z. SEmsre TANK 51ZE r
AVERAGE DAILr XLOW as 330 x 2007 "6 as EEO. o GAttoNS
56PrIC YANK PROV/OED as 15 00 (,ALLONS (Mru/ArUM)
3. DES.GFI PERCOL.XrO" RAIL' •. < S M P 1.
SIDEWALL LOADING 79 GALLONS/S.P.
BOTTOM LOADING 's ,7Q. GALLONS/S.F, -
A. LEAW/NG AREA I
TOTAL SIDEWALL AREA PROVIDED • I83. Z SF x .7.1 1:AL,/5j
■ 135.6 GAL,
TI3T14t SorMM AREA PROVIDED -'472-4 SF, x •74 CAL;AA
31z.6 -GAL.
MARrA!tAN ALLOWA8LE L0,40/40 (UNDER T/rLE 5) as 44 F1.2- GAUC..V9
' ACn.V1 HYDRArX.IC LOADING u ?3000 OeALLON5 C5EE0 J .... :.
MiN/MUM SIZE LEACN7M'n AREA EXCEEDS 7NAT ALLOWED LAVDEZ
DOTH SHE 7Dw,vAr t•�iov7 H B(.L412D OF HEALTH 12EOI,pEMEA.75
°1 s AND 717 -LE S.
PROS/LL OJT SYSrSM TYPICAL LEAC14.3Y.,5- rill CROSS - SECTION
-NO SCALE - - NO SCALE -
MANHOLE 6 COVED - MIN. DIA " Es" 2 •' L AYF- R, '/R - s�6 � . ler "o MAn1HOL[- W/CONC.
4 6RouGNr Uv ro w/TNrN 6" or F/NISNED GRADE WA5HEO STONE COVER E FRAMIE 6ROVGHT-
r�� _ z z. s _ r�NASAxD CPA _ zz . o _ PROPOSED SEWAGE DISPOSAL SYSTL of
t _ TO WITHIN e "Or GRAPE•
r.G.•22.3 FG.. 22.2 ± FG' z Z.O+ �, ,I
36 ' I2 "„ �1bTTINlsL�/.�.M p�lV c:^
II MAX. MIN. r^• Mpu�i- Jfl,:, ZT.
r.rr+va20.00 .. Lr•• 19.50 � _
INV.-- 18.00 .-, �,
INV. - 18.0 O # 1 4 3.
L
c> 1 �Fowu�e� r t7n:b no I �I�T �di'Cr�ICdI idT�3t:1C` `�i tC�� bCI�D�Q�hi��Ii��rpt rL"t+tO"} IC"ZJld"f
e NTr
� 7\!C-;rG
I 1[V�v TEAPPL/CANO, SaB/3-3NV.t} QQtL
62-9522t:
INV5
Nrr l rd i INv../4.25 i ► �•a -
s n T7 a a b Gl t::) t3 d d CC �1 �7�1t1t_iDf�t�i.'I�f�Ct 'MAx:. - s ; .�3�r��S. oZCr 3c
a :i `;� s,sTo��T �s•.Zo, . , nr�t�ntsc�c�c� � L7 I�t�clot�t�Ci[�1�t�t� , .,
�SAurwr EEE 1 4 Q. 8 ° „ T T' 3 1'3l" i SCALE l AS noted
\`L ZO' PRO�IDFGASBAGFLF_J D/STk!&UT/O,U80?.' ^FJ IrtA, 3/9.r-t'/z �OovBLE gS! ��„J 13OTTOM TE:,UGt�
(ALONG P1vE� = 12. Q' WASHED STONE
of DA S
2 D/�rttr$ - SYS TE r7...
L: SLS
e - r 33 EL.=.1 .00, S WN BY: CHECKED 6Y:
• • - " "' *-----'--- lNVE4i ELEVATIONS OF �'!.L
\ ra'192 •� G'p,;,+ SEPT/C TANK OUTLe 5 To 8£ rNf 5AME 500 GALLOrl - _ IG NED BY+ DRA
,Tor.IE.BELea/�-""- oo G;,r1o,,,5 PREcA5r 12.(3' X'33' EXCAVATION WITH (3)102' X'58' PRECAST bRYUELt ; �r � I �' JSC JSC/��L l�l'IP
rA.nc CAPACITY"
PeLCAST. Re1NrORCFD_[ONGo[rE LEA GH CkAf^EE1� CHAMBERS END TO END, CENTERED WITH 3/4' - 1 ,112" WASHED t 5CN0FIELO 5RO774EPS OF N.E. IANC,
STONE Y4' MAX. 570N£ FIELD WIDTH) SURROUNDING.' SEE NOTES 6 6 7e ? t ENGINEERIM • SLIeYErING • PLANN;;db
TE:
OU7Lt T PIPES SHALL 8E LEvfL PC.. Box AOI, /61 8R
CRAN6RY HIG4VAr. ORLEANS, M4
NOALL PIPE TO BE 4 pf PVC, 716Hr,1OLV7 P-oe Ar uASr Two r-Errr :EFFECTIVE HEIGHT AS SHOWN•ON PROFILE" ``! tSGMA L45 - G098
0-7706*