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IXS WINE
ANDER
6 1/2'
8' TURN
COLUMN
CAP At
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FIRST F
— —
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300H ELEVATION (FROP
ALL EXTERIOR TRIM TO BE WOOD ENCASED W/ ALUMINUM
UNLESS OTHERWISE NOTED.
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WEST ELEVATION (LEFT)
ALL EXTERIOR TRIM TO BE WOOD ENCASED W/ ALUMINUM
UNLESS OTHERWISE NOTED.
RAKE TRIM
RAKE TRIM
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12' SOFFIT
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IX8 RAKE TRIM
IXS RAKE TRIM
SECOND FLOOR— — —.— ——.—.—.—
12" SOFFIT
W/2" VINYL BEAD BD.
W/ INVISI-VENT
IXb WINDOW CASING
ANDERSEN WINDOWS W/ CAST MUNTINS
4 1/2' VINYL CORNER BOARDS
wSHINGLES
R—.—.— —,— —.— — — — — — —
STONE RETAINING WALL
BASEMENT SLAB—.—.---.—.—.��.—I-------- — —- —— — --
NORTH ELEVATION (BAC
ALL EXTERIOR TRIM TO BE WOOD INCASED W/ ALUMINU
UNLESS OTHERWISE NOTED.
SECOND FLOOR
----.-.--.---.----- - - - — - - -
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FWG6048
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FRIEZE
MAHOGANY DECK PARTS ON p -T
— — — — — FIRST FLOOR
4X8 POSTS
STONE RETAINING WALL
BASEMENT SLAB
EAST ELEVATION (RICHT
ALL EXTERIOR TRIM TO BE WOOD ENCASED W/ ALUMINUM
UNLESS OTHERWISE NOTED.
3 VENT
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FRIEZE
CASING
IINGLES
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MUNTINS
PARTS dnt P -T
FLOOR
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APPROVED
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ALL EXTERIOR TRIM TO BE WOOD ENCASED W/ ALUMINUM
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9
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IX3 RAKE TRI
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ALL EXTERIOR TRIM TO BE WOOD ENCASED W/ ALUMINUM
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WINDOWS TO BE ANDERSEN TILT -WASH W/ GRILLS
CAST IN GLASS AND INTEROR PREFINISHED WHITE.
SECOND BOOR — — — — ————-- -- --— --—---- -- --— — — — — ---
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EAST ELEVATION (RIGHT)
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SECONE
FRIEZE
IX5 WINE
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TRUSS FRAMING BY OTHERS,--, STICK FRAMING
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BASEMENT
SOUTH ELEVATION (FRONT)
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OR VINYL UNLESS OTHERWISE NOTED.
WINDOWS TO BE ANDERSEN TILT -WASH W/ GRILLS
CAST IN GLASS AND INTERIOR PREFINISHED WHITE.
WEST ELEVATION (LEFT)
ALL EXTERIOR TRIM TO BE WOOD ENCASED W/ ALUMINUM
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WINDOWS TO BE ANDERSEN TILT -WASH W/ GRILLS
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BUILDING PERMIT SET 6/15/01
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BUILDING PERMIT SET 6/15/01
Jabf)'"t r 0- 706 .Robert Sverid Inns..I or 2 ' - '/`LSI (�L I ..-z
9/1/ Nott Ingham Drive, Yarenutbpott, KA. ('
LOCUS MAP
DEEP OBSERVATION HOLE f•' I LOG _ 14 i sS�.;
Perf.' Dyi• Jiffrty .Colby WSc. E : Nelda Welah. R.O.tf $CALF_ iH �� ".
- -
OaM eu"
Elevation E'fia
6ot
mblm
EciTMu,
OWN�
Es,!_
bnl bUr
oh Fb_%_0'^.
MAS+^, nenM••y,
20.5-20. 0"-4"
0
Organic
`20.2-19. 4"-15,"
A
LAsmy Sand
10 YR 3/4
.hone
19.2-17.6 15"-3 S'
E
o"y Sand
10 Yr 5/6
None
17.6-8.7 35"-142
C
Fine Sand
SO Y4 6/8
None.
� �s T_"�,8'S) _"�,� t;^.Izc£L�3! �,/ \. \� -, � e `%-�--� r., '✓_ 1.. 1 I
Lor AP.EA._2�
ZOtJC ; A
al
Tr - o t ;
.. t Parent matena(0edook) Glacial a,tvaen \ pe� (}�\
o
- Do.o
epth to b -d ork Depth to Gmu-dter Weering from VI we No
Sta6no"Ierinhd"WyA
e No FsPma'ed Tensmi No'+oW E t, = 6 e- IN t
.Pere Test : 45"-63" I 100 .,lt- �� �1L V�
•sa.ws.a..r•..Md.r ea
12"-9" in 1 min. 56 see. `/ ` �.--` to S,
9"-6" in 2 ain. 20 sec. :e <2'/: t=V i p S
\\ `♦
,toti tlumtxt (1-9705 Robert Sv<rid f'e;e L
of
9/1/99
9/1/99 _ Nottingham Drive, Yarmouthport, NA. ``♦ 1a1, .1- Y/!RMOUT"H
DEEP OBSERVATION }10LE V 2 LOG\'F SCALE: �Ot70 �!-
�2X �
I J If Colb Wlc, Ly: Kelda Welsh,: B.O.H. \` \ `� -�'- 1 N, =
CF F SIG
ElevsCla
Per . By: s rsy
Depe bo^ Eot
Evbee Ib:aan
y
661 TOO,^
(06by
Cda
Etlt W,'w,p
Ol.vr(rvtve,korra,
DatkM^, tv w.ncy,
21.3-21
0--4- 0
Organic
21.0-20
4"-15! A
loony Saw
10 YR 4/6
None
20.tV-18.
t5"-30" D .loamy
Sen
10 YR 5/6
None
18.8-10.3301'-132-
Pine-med.
10 YR 6/4
None
Sand
\a
\ 7- ` GF•NEItAI. NOTES
1. ELEVATIONS REFER TO N.G.V.D. SEE BENCHMARK ON SPIKE IN TRIPLE
OAK AT CENTER OF LOT.
O > W3 t 1 2. ALL CONSTRUCTION AND MATERIALS TO CONFORM TO TITLE $ OF THE
VI
MASS. STATE ENRONMENTAL CODE AND THE TOWN OF YARMOUTH
BOARD OF HEALTH REQUIREMENTS.
l
ty};'Sr s vr- : N r ,-� r, �'rL 1 \ \ _ _ \ I 3. ANY CHANGES TO T1i15 PLAN MUST BE APPROVED BY THE BOARD OF ..
atd � V
parent mwena,wedoolc) Glacial Ch,tva_- EL-= 2,4-1 �'� \ `,�,1 N \ 0.`
k OeTLn to De.',oUc DafL`, to GrorRpwr'tr Wee,, T rrem p", Iron (Nb`/CJ) - s
r ` IL I \
w±!ar In hda No Es!1ma!ed s.nl, h,2h o'oi ''• "Ef.=.G - 4. \
\�Y "J.e)iefReotreseedf.TmYrmouth8emfefAr+i'hReeulafi .1 \
F.t'ef is requested from Town of Yenno nh aastd of Ilealth Reputat on 3. Tubseet on 3.7
• '� .. f �` a's; _z '^ 'Distances end Locm;mn of Disposal Fadlities" to allow the top of the fowdstion of the
t� Proposed buRding to be len than two (2) feet abDw the highest point of the rood
mIrrmlingthelot.
/
l�
X11 N r
0
'Q T s %' LEGEND
�� � �� 1 n r/� ��_ � , I ��V ,� ` \ i, --•'>'-- ExIsrLNc cev�oua
2�
w we TEA LIVE
'Al -00 Ll CV SfPr.0 TANK CN -I^:
PRCPoSED DISrRItiJTrJN 8Ox
� XXL � : . �•\ ` '- `1I" S. / \ \ I o , o i. c o PROPOSED LEt,CN CNFM6ER5 (I -I'10)
PROPC5PD LEACH RESERVE AREA
Ito {`,p� - `-O XY. t' EXISTING SF>7r ELEVATIONS
e ��0 �\ C= TEST POLE LOCATION
eta .� moi"'• ��J' (�� <'� - \ PROPER7T' GINE
Pk
_1pI G W I \ PROPOSED SFOT ELEVATION
k =VG._ vNpEr_G'^vN'O uT'ILrTIES Cr'RUG.)'
?
T Ul.s�cr_Gzc``v� TZL£AH�>Jr
cf \ l G1St nos i - E�c,� of- tea^ itv�
z•r
PROFILE OF SYSTLM j ; YPICAL LEACCROSS - SECTION
NO SCALE - �/i^✓ q 1 c - NO 5C-4 LE -
I.XANNO.E E COVER - MIN. DIA . 1d' � C AT: pY �- Z LAYER -/D / H'� N61.N'-j�-E
jI L�Rd✓G.V7 Up TC W/TFJIN a, OFiJN151fED C-RADf ; �j j.,:l(] ST�jlj� RINK. F1dD CfiACr -SEE 9LJ�N CUTE -R r�
rc.- 74 7t
pG„Ec,..
?7.0 ^ P. f..' Sc`• PLr.N E
ts� ♦ 3 .n,,/ ',riFl. - r fi. • U 1 _ 3rE r. 12„
j �N✓ 2 ,7 71
INV' 1fMX,.
L s (NV.
- °I
e . .
3' n .b D O C) Cl GIC ❑ t. %� �' b f -1
-0 1:3 a
rz ta'`'' , I�r]G7rJ" C3 C�L�_i_� �CbC7C1 R
I STe0,,r rl n C :a.Ei
SXurfXFY TEE ``�-'n. o--_ ♦ �"14'I �, ,.+ � I��L�l.l t.-4WiJ �; � t..1 1 I�id�[_Id t...ltJ LJ L�IJ L..i -� Mlii( 2X
Fro ciGAS cnritr� Dl57'PA£�TIG'!JPdY
{ - AKk 'IMLX /4•-I%2�C,Cbv E.1 i
t 3 OVTLC>; . �E:--2�P' __.,� � 'ri"A.S�t-_v ��TG'•♦3E. jr 34, i�i'S _"-'� 'Q�oTTJN(
O�r��`5TE
Gt5 cr'a4 --a INVEF'r t:tEvnTlo.vs re.i'LL
172" d> - SEPTIC rANI(Ovrters TO eE TNT' SA�,,F_ { GALLON 42 CTEV,°. 11.10.
{f{ Sf fje estdy.nr�CAPACI-T-- LSOO cOucvs At.Uvvp�aETS'1446-_L P> Ev157 t 12.0' X42' EXCAVATION UITH (4)102• X S8' PRECAST DRYUELL
t TSL fly FC�CAST fi_fuFC,^GrD.CONCrC7F E_ FA-uc�to m rp�,_W_jC LrACH CHAMLIEC`' I
I CENTERED WITH /a• � uA H -D
cl.cc�atlr, C I, „E?ER5 EhD TO END, CEt E ED I 3 1/Z �
1 r '1�) STONE (41 t)AX. STONE FIELD UIOTH) SURROUNDING. SEE NOTES G b 7.
! CUft.FT PJP�S 5.4 -ALL 8r_ LEvEL
-X,-I . ALL PIPE TO 8E --°d P✓G. remr ✓mV7 &H10. roe AT LfA57' Tryo FEET EFFECTIVE HEIGHT AS SHT_4N.Ml PROFILE.
HEALTH AND SCHOFIELD DRO ERS.
4. NO PERMANENT STRUCTURES SHALL BE CONSTRUCTED OVER THE
RE5ERVE, AREA.
S. FOR PROPER PERFORMANCE, THE SEPTIC TANK SHOULD BE INSPECTED
AT LEAST ONCE A YEAR IT SHOULD BE PUMPED WHEN THE TOTAL
DEPTH OP 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 S FEET FROM ALL
SIDES OF 71 TE S.A.S. BACKFILL WITH CLEAN GRAVEL OR SAND
MATERIAL MEETING TITLE 5 SPECIFICATIONS. CONTACT SCHOFIELD
BROTHERS IF ANY DOUBT OR QUESTIONS ARISE REGARDING SOIL
QUALIFY. SCHOFIELD BROTHERS OF N.E., INC. DOES NOT ASSUME
RESPONSIBILITY FOR MATERIALS ENCOUNTERED DURING
EXCAVATION.
7. INSTALLATION CONTRACTOR SHALL CONTACT SCHOFIELD BROTHERS
PRIOR TO BACKFILLING FOR SYSTEM CERTIFICATION.
R. NO KNW%'N IITLLS EXIST WITHIN 200 FT. OF PROPOSED LEACH AREA.
9. SITE RESTORATION REQUIRES ALL STRIPPED TOPSOIL AND SUBSOIL
TO BE STOCKPILED AND REUSED AT OWNER'S OPTION. RESPREAD
OVERALL DISTURBED AREAS TO PROMOTE OPTIMAL GROWTH
1011 3♦( PPrJfi�!!:FM WGAQ(< 1'V117-I1.11:inr(E lon: 'f7z.
T3U-F"Cf<? 7s^.NC-_ RE"1.3t4�C-S CO�lS.�..�b✓/�"ifClvl
�Ottt�llS'�ION '?rT21•,itt���.lpt� ,
I
PROVED
YARMOUTH CO°��"17TE
Dxw+�p1t�\t�� 1
DES/GN DATA u
ESYTMATED PV'1)RAULIC LOADltiG - +-
v,.rE ^EDRM-4.1 AT IAO GALLONS PER OAT' PEA' BEDROOM
P. D.
CARS,4CE DISPOSAL IS NOT ALLOWED W17a4 7W/5 DE5/04.
t. 6£&I7C TANK SIZE I
AVEPA GE DAILY r.0W Sr ZOO •,6 • 110rJ CALLOUS
s6Prr- TANK PROVIDED + ;500 &ALLON5 P
LM/afIMUM)
j. Df SGV PERCOLATRON RA7E - < S M P. L,
SIDEWALL LOADING. + .74 cxn>fl /S.P
607TOM LCADING .24
R, LEACHINS AREA I
R7rAL S/PEWALL AREA PROVIDED • 214.2 SP x :.'74 CP1?/SJ!
2 x oZ,Z CPD
M7"AL 80r?VM AREA PROVIDED 9376 SFx .74 CPDIS.E
qZ'y tZ P ' 597,8 GPD
MAXIMUtr ALLOWA6LC LOAD00 f0MOER r/rLE N) + 2(frb
'ACTUAL M'ORAUVC LOADWO . 5�5o C.T>P r5uE J )....
MINIMUM SIZE L"r-41A5 AQF-A G)fGEEDS 77/AT ALLOWED LJNDE?_
boD! WE 7DW1V DF YAr M O.JT N tSC3APD OF HEALTH REQUIRENEAI75
AND TITLE 5.
PROPOSED SEWAGE DISPOSAL SYSTVA ;
FOR; n FI2o'P05E-T�7 5 EI=17Z:�;�M G�N�i LIh1G�
)3.'T': td OTT IW 41t -IAM bP'I\/E
YA12M0UT14Por2T) MASS,
4n=an50I25 I\ itxr 11 O7c) L.: 4S.
APPLICANT) DEWNiSCE STILL TEL NO. I{�pg}gg7-17Ljlr
80 S&MUEI. P4,1,E D;r,> E C 3)8�-PB7.
,:� ... iti"' ',1�)1♦1\AJAY,TJH 03�3C�0
HOF DATE:? 1}G.U`3i 3rl Ig9`1 SCALE r AS i7ofed
LmmPiy '1t . $12q/00 New NCVSt-EV 10/2/00 iw5E SEFTrch.
A. cXetlt sf`3� )ra Rau: 4/tSjol-{-4ou;.�
I : "S,GNED bT' DRAWN 8Y't CNECKr_D ST I
SCPOFIELD BROTPEPS OF A,FE D,1NG
qty Sp '214GIN££RINS • SL.RYEr/NG • PLAWING
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d IG ANDER NIGJr A 4' 4
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