HomeMy WebLinkAbout83-1492 - Sewage Disposal Plan,lob'Mmber 0-97D6 Robert Sverid - Page .-I of j_ t /� _ usai�s,■����r
9/1/9x- Nottingham Drive, Yarmoutbport, MA. . PLOT PLAN -
DEEP OBSERVATION HOLE #^,,FLOG LOCUS; MAP
Perf.-D•i•Jeffrey. Colby Fit. £ : Relda Wel ah 6.0.8 {
SCALE
Elevation Depth aam boa' 6a1 T•#we Ca10r . 6oa l/Atanp anm (mw�#., a.0ros,. LOT NO. ----- q3._i __ ._,_ S
.. Sterloa {44en fN DaMlas.eantlbmioy. \
20,5-20. 0"-4^ D organic LOT APER:_ 9 r77� S._`_ ` ^ ry5�o
20.2-19 4" -IS" A .oemy Band 10 YR 3/d None
19.2-17.6 I5"-35" 8 .oamy Sand 10 Tr 5/6 .None
17,6-8J 35"-142 C 'ine Sand 10 YR 6/8 None LOT
"•! %r K� p SA l/-�T/� �j
L_ O ( r t C c" 1 a A rr S H
Pared material(gedogto) .Glacial Outvash - \ • v� O 11° tT j
Depth to bedrock Depth to GraradvAtef Weepbtg from 0 fax Q',
Standing wagerinbole No Esr.mated senora high gro11rAwer�_ r
Pere. Test 1 45"-63' i• /
• eerraeww,raormee,. 12"-9" in 1 min. 56 sec. 1 �# 100 O -31L�
9"-6^. in 2 min, 20 see.
.Lob MRnbtr 0-9706 Robert Sverld 1pne .2.a --Z -! �._ �•r \ �� n ,I�
9/1/99 Nottingham Drive, Yarmoutbport, M. \ � \y, �, '� ��,
DEEP OBSERVATION HOLE O 2 _ LOG \ YY � .
L C 1b Wit. By: Relda Welsh, B.O.R. 'I' r �F 1
SCALE: LIN ZO
.£levatfo
Perf. Dy:
Dspth ern
SWIM
Jef rey o y
6oiT.#
"XI6Ll PsDA)
Prvd#avv.,
mower
21.3-21.
0"-4'
0
- Organic
21.0-20.(
4"-15,
A
Loamy San
30
YR
4/6
None
20.0-18.
15"-30"
B
Loamy San
10
YR
5/6
None
18.8-10.
30"-132
C
Fine -Med.
10
TR
6/4
Wane
Sand
6'
\ 70 \ > :c ?`' �\ Z •..GENf'RAL NOTES -
r
t e " Q C '1 I. ELEVATIONS REFER TO N.G V.D. SEE BENCHMARK ON SPIKE B
J Z - D- T OAK AT CENTER OF LOT. -
`O \ cl _ i � 'O,� l 2. MASS. TATEf NVIRO`• MENTAL MATERIALSNSTRUCTION AND RAND THETo OTOWN Orr RM fo 7Y�AR
„ ;^ BOARD OF HEALT11 REQUIREMENTS.
c - ` 3. ANY CHANCES TO THIS PLAN MUST BE APPROVED BY THE B0,
' Pared Ma'.Mal(geofogts) Gl acle2 brtva �\ 1 A -
,� - Q O '� �� -\ HEALTH AND SCHOFIELD BROTHERS OF N.E., INC.
R_oT. \ A 4
Depth to bedrock Depth to Grourow9ter ? from M ;ax - - \ q .,a. 4 i \ , . NO PERMANENT STRUCTURES SHALL BE CONSTRUCTED OVER
etandlrigyMerinhole No Esgmateda higA a. Et,:e_ O -
�; r 2' ��`, '.�' / �� IWlaaEXPANSION AREA.
s' I
Ile
i ^ ` 4 ` c r _ S. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE iN
,� < J AT LEAST ONCE A YEAR. IT SHOULD BE PUMPED WHEN THE TI
3 h \ O C \ /\ FAY s i ` - ` ' DEPTH OF SCUM AND SOLIDS EXCEEDS 113 OF ITS LIQUID DEPT
\� 'z- C ANY UNSUITABLE OR DELETERIOUS MATERIAL ENCOUNTERET
BE EXCAVATED AND REMOVED TO A DISTANCE OF S FEET FRC
s
y \ ` SIDES OF THE S.A.S. BACKFILL)XTM CLEAN GRAVEL OR SAND
MATERIAL MEETING TITLE S SPECIFICATIONS. CONTACT SCHC
BROTIIERS IF ANY DOUBT OR QUESTIONS ARISE REGARDING S
NLti Ji POINT` / s� i C7 r QUALITY. SCHOFIELD BROTHERS OF N E, INC. DOES NOT ASSU
/ t. C�{. , f RESPONSIBILITY FOR MATERIALS ENCOUNTERED DURING
DA7.ROA9 \ �\..:,,�\ �'-Y� _ / t c\,,. `` / a�.- ,y.' ,' LXCAVATION.'
Z y \„ r r 7. INSTALLATION CONTRACTOR SHALL, CONTACT SCHOFIEIA BR,
EL, 47.8 (� / r , f a ✓ .
• ,, � r, �; / c. G �` � " . - t^' PRIOR TO BACKFILLING FOR SYSTEM CERTIFICATION. _
S. NO KNOWN WELLS EXIST WTTIBN 200 FT. OF PROPOSED LEA H
f C
9. SITE R.FSTORATiON REQUIRES ALL STRIPPED TOPSOIL AND SUE
c f tI TO BE STOCKPILED AND REUSED AT OWNER'S OPTION. RESPRI
`` �\ -\ Y'•�\ _, f., r r ^ - ,1 N`_ OVER ALL DISTURBED AREAS TO PROMOTE OPTIMAL GROWTH
r ` Q 10. ALL AREAS IN THE 100 FT. BUFFER ZONE SHALL BE RESTORED'
LANDSCAPE VEGETATION AND/OR AT THE DIRECTION OF THE
CONSERVATION COMMISSION. ,
I I. THE WORK LIMIT SHOWN ON THE PLAN SHALL BE STAKED AT 2
/ r
i
i
/ o LOT
C'�
• o �•a i 28 �jt, � r�.
. .�,��� oA ... tee,. 39 J,;:v--''[ei.-,•' '
INTERVALS WITTI SUITABLE FLAGGING AND ROPED OFF. PROV.
SILT FENCE OF A T% PE TORE Di`TER-MYNED BY T1fr-. CONSERVA'
COMMISSTON.
12. ROOF RUNOFF ON THE NORTH SIDE OF THE PROPOSED DWELLII
STIALL BE CHANNELED INTO DRY WELLS VIA DOWNSPOUTS. '.
13. PLEASE REFER TO ANY ORDER OF CONDITIONS ISSUED BY THE
CONSERVATION COMMISSION FOR THE PROPOSED WORK. '
DESIGN DATA
f. fs?T)l� rtD AMVAtaJC. LOADING
[1EDROOM9 AT ILO GALLONS PER DAY PER 88DR06l
CA[SwGE D18POSAL JA NOT ALLOWto WITH 7HJ3 DlrJ
Z. SEPT70 TANK SJLE r
AVERAGE .DAILY FLOW a 490 X 7-00
S EIr/C TANK :PROV/DED es J s b. - 6ALLONS
3. DZ -415M PERCOLArpN PATE a < S MPI.
SIDEWALL LOADING me .7q 6ALLONSIS.1'
e0rr0A•f LOADiAIG
4. LEACHING AREA I
rVrAL S/DEWAIL AREA PROWORD m t83. 2-
s•P. x .74
■ 13
M71AL 8077VAl AREA PROVIDED.Z�% z.'Q . Spee .7,
a 3JZ;
MAVIA-t#4 ALLOWAGLCLDAD/ND (uAv" T/rLE 5) a 44B
'ACMAL HYDRAULIC LOADING a 440.0 GALLONS (•
MINIMUM S1YE LEACHING AREA EXCEEDS TWAT ALLOY
80tH WE TDWNOF YARMDaJT )i 80APDOX HEALTH ie
ANO TITLE S. -
PROFILE OF Sr5TEM TYPICAL CROSS - SEC71OlV
-NO ' SCALE - - NO SCALE -
MANNOLE9 COVER - MIN. DIA- td' Z "LAYr- P_ '/c "-'le (B"0 MPMHOLE
Z 2.5 BROU6Nr UP r0 WrrHfN E' OF rlNf5HE0 GRADE
FG ^ - tVIASHEO \ T 3t STONE 2Z. - �JE77V'44•fAJG4ADr - 2--Z, 5� LOVER .f FRAME SROVGNr _
FG.. 22.2•+ FG. 22. 5'2 _ TD W?NLN L"OF GRAPE.
f.: INV. Z[7. L70. _. ,. •fie 3(, I' 12
j~ _i D �� a_; lN✓• i9.21 IAIV. 18,50 INV= 16.so zMRX• } rrr,',
�c- r 2
t�oCiQ
2' 3 N"" IOWA y- j - t1 p O t� O Z: t� b Ct7r�"t7 E r-►-
�,� July- 6 ) Mur a a .tl 1� A L7 C1 C]d i7tii t�
1= b
srre, r ¢ r..18.�[o u a If. u. to 9'ainx. C1 C� C� t1 G7 C C: i� t✓ t7t=iu �CtLCi 4 IMAX. .
ti. )3 IIC300I1d0C. M1= I�C�CI[]Crld�LL7tjt� � 2
{ - SAurrAor ree .r a8 a't .
\�(ALON6 7 fiaoJtO(Gns Bnr<Lt� DIS Tk1fiU*/OtIP,OY 11!AX 3/4 '- r !Z eTat FLE orroM Oc
iALUNG pIOE� f I Z. g' Q
Vc.5 oI 9Jq.. _ ��� + _.� 2 OVTLrrl W115NEp 25Sr SYST£H..
� To J ?2 "Gtr - E; ! SEArlC TANK - VUrLe7' EL 0 6F TI or -ALL +
ourcc:s r0 aF rI�sAME -Sod GAtLorJ 33 EL.= 16.50
K BELnw �� GALLONS PRE CAiT
r�.Irc CAPaATr^ Isoo 12.6' X 33' EXCAVATION VITH (3)IC20 X S9' FRECFSS DRYUCLL
PReensr_RE7urocexn.eoNrzerE LEACH 'CF 01me,, �. CHAM9ERS END TO END, CENTERED VITH 3/4' - 1 1/2e VASHED
NOTE. ALL PME TO BE e"R{ PYC.-T16Hr ✓OIIJT OUrLFT PIPES SHALL 13F LEVCL - .SIO"tE (4' MAX. STONE FIELD'IJIOTH) SURROUNDINS.- SEE NOTES ¢. & 7,
FOR Ar LEAST TWO FEET
EFFECTIVE;HEI6HT AS SHOWN .ON FFCf-ILE.
PROPOSED SEWAGE DISPOSAL S
'`. t. 1\ i .«! •J :�G� � t�J�L:�-Jt",. �I ��`i�..4'Li-.
G . Ub= 1tiCa41C.tvt, U�t*IVE�
�-a c? r.,1 ou-n-t• r��� t�-r`, rl�, �.s�, ,
AP/sLlCANT+ 2DeC- re i `.` Vm=!Z1 C) TEL. NO. IS01
50 5.1�pA��S W/�v
DATE I&Lj/.U51 3 SCALE: I
t.- Rev. $ 2q/oo .New NevSe_
- f .�• -f. � k'Elrtr�lf_5 Ca.
„„ + ' S,GNED DY: DRAWN BYr CNE
A y :' JSG JSC/I: EL I
fi SCHOFIELD BROTHERS C
' C ENGINEERINS • SLRYE)'/NG • PL
'00 SOX 10f, 76, CRAV8LFRY HIG-4 VAY,
��" � � - C5CLa1 L55-2098
0-9706