HomeMy WebLinkAboutEngineered Plan - 1996G1,,N0eA1 N07AS
1) THIS PLAN IS FOR FA ISD SEPTIC S}:S71,,',kf.
2) PLAN REFF,RENCE PIAN ROOK PACE'
3) THIS PLAN IS FOR IN.S'TAL.LA770N/RA'PAIR Oh' SAT71C SM,TA'AI
AND NOT TO BE USED FORSURVEYING SURVEYING; OR ZONING PURPOS'AS.
4) ALL, WORKMANSHIP AND MATF+RIAI.S .SHALL CONFORM TO 1). RP
TITLE 5 AND THE TOWN OF YARMOU771 RULES AND REG;ULA7701VS
FOR TI1F, SUBSURFACE, DISPOSAL OF .S'E'WAGE
5) ALL COVERS TO SANITARY UNITS S/1,41.1, HE DROUGHT TO W1771IN
12" OF FINISHED GRADE. ONE COVE'le OF 7ANK SHAN, BE
WITHIN 6" OF GRADE
6) EXISTING AND FINAL GRADA:S' S'IIALL, IeI;MA1N ASSAN7IA1.1,Y ME SAAIA;
UNLL SS NOTF,'D BY FINAL CONM URS'
7) ALL COMPONENTS OF IIIA' SANITARY S)S'TE'M SHALL, BE 1.,41'Al1!•%' Oh'
WITI1.57ANDING 11-10 LOADING UNI.AS:S 771A'Y ARE IINDAlt Ole WTIIIIN
10' OF DRIVES OR PARKING ANA'AS. /1 20 LOADIN(: .SIIAIJ, Il A' USED
UNDAR OR WI7I/IN 10' Of' DRIVES Olt PARKING UNLASS NOMAD.
g) ANY MASONRY UNITS USED 70 BRING COVERS TO GRADE SHALL R
MORTERED IN PLACE..
9) NO DETERMINATION HAS REEN MADE AS TO G'OAII'I,IANCI? W1771 DA'A'DED
OR ZONING REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH
DET ERMINA 710N F7>?O Af APPROPRIA'T'E A T/101el ff.
10) ALL, PIPE TO BE 4" .SCH 40 AND PITCHED AT 1/4" PER 100T (UNLASS N01A'D)
11) THIS DESIGN DOES NOT REQUHtE' Al'PROVAL OF' VARIAN(.'h+S BY 7I/A'
YARMOUTH BOARD OF IIF,AL771.
12) PUMP AND FILL ALL EXISTING CESSPOOLS.
13) TOWN WATER SERVICES THE PROPF,I?TY, AND ALL 1.07s WI7II1N 100'
ARE SERVED BY 'TOWN WATER
14) INLET TEE TO PROJECT DOWN 13'; AND OUTLET TEF+ l4':
15) IF SOILS DIFFERING FROM THE SOLI, LOG ARE 1,10141M U11h'1NG KAIGAVA770M
CON'T'ACT THE BOARD Oh' IIAAL'171 AMU A&Al LAND SAMIM.'h;S.
16) DEP771 OF COMPONAMS NOT TO A;1'Cb.l'D 367", UR VAI TIM; AII/.V7' /)A'
PRO V/DFD.
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7t7P Of 1GMDA 77ON 10 �r .
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r' 4' SCfI. 40
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p tr ' 1 4'. -- �.. SCII do Pkv`---- �(�—�— - S! )PE . 02 (1/,(' PIu? 1rZ)
LVv'7 98190 l"l
1>.
f.L �1L�•_�19 ( OU77T.0Or
9G'.. 4 D— Box
=.577NG F D UNDA770N
LOT 47
N 72--18--40 W
17.4,2'
Ex 6" H40Ex.
Ex 3 Holly Doc. 0 u tlo t
E� 8 "Pine
SAP77C TANK
-/1—s2 0� CALW AS
LO7 7,45
Fx.1,2" Pyne (roe 10 N 67-03-30 E 87 47 ' .'-;
17� P-° ---- - `
L 1
PMM Cesspools
pe . Yell t � (fes a) ry� �) � (jaa �) �
..).h.. u b
rb eserve ,`� "'; 11011 y
�O O '
Pro �H ��,) x. 10 Pine
� ti Lea hln � �� � '(1� �) o ,� 1�G� Grit `
7�•�e•nch grt+ 1 cV Er Con
N 7.2--18— 40 W28 ~ stump, I Pa d . \h o
C.,. 00 (JR3 � /' r Ow")
Ex Gas AWSuZW Ouuet Pipes hl t+r, r°t
In ncrt io be connected 9Q &t
�1leter/Pype -Mgt
/ Bldg. # ,26' � n�
Exist tiva4 Top .Fnd, = 10a Si-
Dvow/11/.11,01/ 111,U1LU
EY Green 111,11/LU CN
,� ,28.5 f
hae4) Rouse
lQ� 4 1 I �
n� r> k l )1 I (,cr: (roa
Ex. Walter Line / --�••.N\ L D T �(4 6
fj� 1
.05
j 1,2" Pinedy,
(r`� k� (1oo.a) 8 " Pine
E'lec. Outlet K Shrubs S 67-03-30 W
poa v) 7,9 8 7'
(10a a) - (M 4) Dl?jVE (aa.1
�fld v -��aa no1. ,�►�
S : n of r~`ll%Aht
MOPE = 0 OCU "/FT.
TAYWRT
L8.07 ti.
r•
81.11 L NACB27VC r Vii1r-r
Vont Pipe
GROUND WATER
f107719M OF TEST 1101,F, OR U.S. G. S. PROBABLE WATER TABLE F _�
Ofd SE'R ICED WATER TABLE ( / � � EL = �
SOLI. 1,06,
Sod stilts dd• Assessment h>r e�msde Sewac a Disposal `��i��r/ `-lY/ y /��1 '/
r 1._��_ .—.,
'ertonnad by: 7A )uwI16 Date:
:Nilness.r
ed by. P. 8,evnrb,t) Repairlhli w ' ,
tinURESS: 2G /lhD57xc�m✓e $,yNe�rauTH OW1dER: Eo Nn tD /v1�1111%l:7>' iJl' 1�1;'l�lt'i�i�il /.S j.._.._ _
Jtap. E l.nti�� Ser y,cE s GA IeHAGIs' NSI 'USi11_, _ A'0 -- _
LAC niirru Cr s pale: FI; leln I0I Al, A SYAMA 7'/s'I) P7,01V 3110 --
IeLlh I o(_Nil Ie�linC c.,l,.i — - U P /).
".,y9+,tiJ "o doll. VY �' 1� (_._110_ C111,./Ilh'.//>�1 Y/ -`�
i� 3 /z
-/9 L,are --- /,'I�'!%r` ? j! �lr. r !!;t •! !•i, 1 ;/ it
;4' 1.38 Cz F!n)c Se4l) rorK 7/3 I pie ak — 0* ... -
1s:oo /,/;'/1G7//AfU Alel ii 1l'Is(�UIh'AMAN 7,'
12' O:Up
SIDA'11'A1,G Alll;il ')'0
1107'7 0,11 A ieA'�l 2.10 '
-- -- _S.I
i)Lh m Grouncl,"lo L1.11danr—
sll:n,t�d Sca onalHigh Water Tahle-
.lelhod (� L �ne,11P,1olllas) N /�
adµwhi lc ul
n�lex wk It—Re_ullnc� d ale Ind H,cll I_•�el_ Ac11u tma nl Ia. , for
n>as al leas] lour Irr'1 0l natur,tlly occwing material exist in all areas obse _
lhioughout the area proposed lo, lire sod absorption system? YES
II rud��I1.A i_Ilie doLIL i.l nati�i, llp c;c:cunn� �.Iulws ,I1.ilarlal?
ISI_;�'5y1t C� 1..l A C'II'.�'
(-40 SF 1 256 .51) x ).74 Gaal. play/.5I367 11,
70p of Leaching 111.0[.1 Ale v. = 911:07
T11E-#_0LG0A' C MA,3'NUV FWAS1F3Lf COMPLIANCE APPROVALS ARE REQUM7Tj7-
1. System components nrw greater than 38" from ground surface. Venting
hasp been ,provided.
LAND i r fit "tY Sn.r_
NOTE rest ri�FB �{li
The existing outlets will be connected inside the j APR 2 4 1996 $r 1,�o;;):ltaxit,at: � '..�'"•
basement to allow for only one outlet
4 -9 -DEPT
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PROJECT LOCATION
AS' SA_:S_:S(V3 .IFA[' — 0)0-- --LOT
lDs f1vtf-w
- -moo JTZ �A rrno v
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I Me,t )YING- NO .DL15...`._.
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