HomeMy WebLinkAboutEngineered Plan - 2001NOTES �? {;I•�ugl,'..dwC NOT TO
N/F F'RCDVIDE 9" .OVER OVER BOTH TANKS
- �� ALE
SHEINKO""F 1. LOCUS IS A.M. 122, PARCEL `�3. 3
G
H-1( ) 1 C_.:;,(, SAL. F'I�JMP 1,.'.•HAMBEF 2. ELEVATIONS SHOWN ARE AS`;IC,NEC1.
3. LOCUS IS W FLOOD ZONE C ON FIRM DATED JULY 2, 19 i2.
rO rEF i �N
�.. 2
FACTORY WATER TIGHT L�" 4• ALL F'!PEti 7O $E 4' SCH 40, AN[. PITCHEC: AT 1/4" PER FOOT. :•UNLE�i:'i NOTE(,") -
r, a
L 5. MUNICIPAL WATER lei AVAILABLE. LOTS WITHIN 1(DC" ARE ON TOWN WATER, ° s�
C1e COMPONENTS AASHTO _ UNLESS NOTED.°
77e� 7. INLET TEE TO PR JECTADHWN 13",` OUTLET TEE DOWN 14",
O I
C)RILL ,' " WEEP/VENT HOLE r O MORE i � r r EQUAL r
/`.;' I t3. IF TWO R M,iF.E LINE, WATER TEST C;-H„X FOR E�;_•AL FL^'•W �
Iii V':-`. r i. 21"'i.6-1
7 21 pe PIPES r. FOR ,.' r� d °7
M D• -BOX EXIT F IPE.: T.. BE LEVEL FOR FIRST TW„ FEET.}7„ `'_ HE`_.K VALVE '9. DEPTH OF COMPONENTS NOT TO EXCEED 3', CR VENTING MUST BE PROVIDE(),�- BUILD UP COVERS' TO WITHIN 1' OF GRADE. MORTAR CHIMNEYS IN PLACE.2 n � ,: - 22.,.: � F" ONE COVER OF TANK TO BE WITHIN t'," OF GRADE.
10'. STONE TO BE DOUBLE WASHE[: 3/4 TO 1 1/2" WITH 2" MIN, /LO 1/PEA STONE ;ON TOP,
11, IF UNSUITABLE SOILS, OR SOILS DIFFERING FROM THE SO LOG ARE FOUND, � �I MAP
tt.-5 CONTACT THE BOARD OF HEALTH, OR R.J. CAC::!LLAC.
B : , IrI 1 f.. /� 6, STC:tNE UNDER
12. IF AN OVERDID IS CALLED FOR BELOW, FILL MATERIAL FOR 5' AROUND AND UNDER LEACHING
IS TO BE CLEAN GRANULAR SAND MEETING SPECIFICATIONS OF 310 CMR 15.2553". TESD' HOLE I
13, PUMP AND FILL ANY EXISTING CESSPOOLS. REMOVE ANY C;L''..'GGED SOIL, BLOCK, AND STONE IN
� DISPOSE r. c•
�"
MAXIMUM fASIBLE �0ME'UANCE AE'PidO�i I S �tEQUES` D; LEACH AREA, AND DISF OSE F AS DIRECTED BY HEALTH AGENT.
p • ' ` so 14, ALL CONSTRUCTION TO MEET TITLE 5 AND LOCAL REGULATION:,. DEPTH finches' ELEVZfeei
1. VARY LEACH AREA TO PR%;F} RTY LINE O G' "'E' O 253
E E E E?Y 1!P TO C � PROVIDED-'! E[:�. TEST HOLE DATE: Itlrt� 21 2r:;C,1 A foyer i': yr 3/3
31 C= C;MR 15.21`1 "'1'. F'ERFORMEC: BY: Ran Cadillac, t,-?il Evaluator 12» sandy loom
�2. VARY SEPARATION TO HIGH ;.R I)NDWATER HY 1' 1;4' PROVIC)ED . WITNE`ti EC= BY: Arny L. Von Hone, RS, ("HO 8 loser iuyr 5/6
31 C; MF' 15.212, ' >'_ C' :,3 ? SOndy 100m
F ERC; RATE: <� /IriC,ht layer; 24" 23.3
: ,. }. irv„ r I array coarse s 1r I
o `:`OIL SL,RVEY 1'T,, r H r rz ;e r<
l f�
GRADING CHANGES OVER GEOLOGIC >; r v "? Cape r r deposits
Ci layer 2.5y 6/4
27.a 25.85 •.�E.sL;,..�li,, MAF .1;#c.>C•, .�C;., .,d Bay laky :�..C,L•si,..
5.6 TANKS ONLY 4A" medium sond
° .. 2 3
... ..: • ... 1.
Invert 20.71 C2s!any y oo 5/6
"' 5 HIGH fiAPAC�ITY
Ltse eels Baffle 54" d 20.8
xb.27 t22? Invert 23.95 INFILTRATOR:
o (�� ,/�
A p �RPaE // a .5 viGL`/ + .1il F}raFat;ed Q C3 layer so 6/6
1 r 27.39 Provide :� �+" t .;?t,^ 24.4 &r}»o medium Bond
CS; '01 nn TOP PEA STONE „» observed water
laps `s D „V' / EXistir 'ri 17< - - - i8.$
<!� 27.7 r 3' +" ' ,r. _, F° i2o" 94.£3
sa n� ` • 26 9 1 C,,.; : ., n 1.
25.50 }a...r•� Sanitary - - - - .1 r. 1/4'
>
Tee
2•„ 44/HENCH MARK --TOP OF'MAG NAIL
26.00 0/ .b " 2s.o �° 35 IN PAVEMENT= 2(5.68 ASSIGNED
Invert 24.12 invert 23.0-5, G3.1
�a7/i 2�.t t_�" Stone ;;r U,�,rril:,act Proposed pr paced ' 4 Bottom
i I _
• 25.52 - I � 4;A,k7,a I 1 r�� I _ E1. 19.1 A[:..!..STMENT NOTE: LG�.0 c 1,] ON
�-77'1 I I UNE BETWEEN INDEX WELLS,
f! 25.37 \�. S.a8�
_-':26A 5rs' 0 26,68 `u^ r b 2.. of 3.25' Ad iustmet � S
.^�' BARNSTABE c47 r3G >AN[iW!C:H
< Barn. 247 & Sand. 252 ��
�•y 5,7 § ti 2`2: JIJSTMENT FOR 247=4,5
rz9 `
DESIGN AT Zane B --June 2' ADJUSTMENT FOR 252=2.v
C1) `2 0 Or•:: `®. er =, qa ` ✓e �G p f Observed Water=16.8
9.5 r \ V' f_;EC R`.1 C. M S: 1 }
�s.., / 4 - v� MEAN A[ J!.!STMENT=4..`}+ ^/ -3 "'
25.10 o`er " GRIN[ ER: Nr LEACH AREA
ter, i : 5 HIGH INFILTRATORS
}
} r I I C } r �i „. C= } !., E APACITY INFIL7C,AT, F,.`
F;E;.; IREC' AP A;'�ITY: ,.:F [.
�a.s6 % 2 H 1 7.3 266 SEPTIC, TANK: 1.`F�0 GAL, WITH 4' ; TC;NE (IN SIDES AND 2' ON
?� `25`'3`
ENDS F f•R A 35'-3" BY 1C)'-10" BY
N/F ¢ 24,71t;4. , a °`'' '° t \ RESERVE HERE WOULD REQUIRE BC:"-7TClM LEAC:HINC AREA: 'F 1,7 SF 1C"r '1/4" DEEP LEACH AREA.
} C-. 3 ,L� re RAISIN,^, GRACE AND aVERDIG. , ,.,
GRALT . V !��: [,/35.25 X 1x.83 ;] a
,
_I
5.5
24,e6 " 23,1 •.. 27.
SIDE LEAC"HiNG AREA: 7G; 3 `:>F W fZ'-�AAOVA � - - -
: ) 27.7 259 \ ,' 27.04 [21i.f.i"'-! 5.25"' X f". F' C::EEP ] C: AL AROI.:INC. REMOVAL DOWN
29,7 0 �', L
22.5 [}ESIGN t";APACITY: '34C, C.,P 4 1/2'± TO MEDIUM SAND.
rte,
E.111
e:F 7: .' `` /:.
2.36 t'Vv D D S jt\ [;,.,fa + :°F;: 74;F}[ :F]
17. -x
} n x 23.1 1 ! } t," � r,, t Cx { 3 mit"' G
I WATER SERVICE TO BARN 24.4 1 � \ ` P,. MF .;HAMG�ER ...T..:RA,:.3E .AP}AMITY: , ..AL.
RUNS ALONG THIS SIDE Ce/ ' = 21 7.aa C 0"IES PER DAY: 4
OF DRIVE FROM HC'I„!`.;E 27.4
�
TO BARN. X6.4 � ,! /'�� , 27.36.
4.29 / \ i ` BUOYAN(;Y CALCULATIONS-F}1)MP +-;HAMBER
24.46 xK 21.8 2
WEIGHT OF EMPTY CHAMBER AND ,'" C, F COVER�!• 26.1 ALARM : PUMP NOTE` A BE
CH M R= 4.'12 TON (PER H+`REY`
252 2.72 23.02 '8n dr ` �� `; 1. ALARM T O BE WIRED BY ELECTRICIAN ON :VER= 7,.r X 4.., X <.;.. X , .,_, . TC N
26.0 210 y • 2,53 u; 28.50 SEPARATE tw,IRC.I_!1T FROM F}I,!MF} :-! `OVER= l.k;` TON - T
' TOTAL= 4.12 TON + '1, TI ->N = 5 1 TON
/i M 2 CTRIC`A 0ORK TO INSPECTED, Y tz'.' T
2s.6 Q, // L. ELE1.. L BE E EDB WEIGHT OF WATER --HIGH GR ,`I.1N[.iWATER C I WN
BENCH MARK --BACK 2x CENTER 96 t' nti 29.7 > > c4.83' r= r
SEPTIC" TANK = 22..^6 ASSIGNED � g � WIRING IN SPE :TC ;�Ci.ui. FX X
\7 '� OR. -1h,.-1' X ".C."312 TCNo:1! FT.
'' D / ALARM T Lt-r'A 1 HCI_ISE, WEI HT WATER= , .�'6 TON
A BE . TEC. N
AT WHITE PAINT` r 2 �K row✓ ® I1 �t. TANK ANC' :." y;VER ARE HEAVIER BY .7 TON.
LCp c ?)'� ® 4. F'...MP T PE CAPABLE OF F A SING `
28.3 f� �r 28.6 1--1/4' S LI[ `, AND IN``;TAI_LED IN STRIC:.T Ili
2 C ': f?' } I i 1 I } }' ;
29.7, 29.84
,. ONF.. RMAN ;E WITH MAN,,,FACTI IREF ...
28. 29,3 SPEC:IFIC� ATIC.N`.
29.17 { 5.9 i ��. 1_1 MEYER MWS „i, 1/2 HF} P!..IMF}, OR [ M
" �E
30.00 _
30,0 E x1.IlVALENT. �i 1
29,66 30.0 J°i 29.90 .'� sl.} 300,22 4
.: S F f' V 5 2031
� �Gy
30.0
30'04 30..THIS FLAN I w A VALID t.'t'F'Y r:"'NLY IF IT BEARS HEALTH DEPT.
29
o 7 30,2 AN ORIGINAL RE[" <'JAMP AW ::IGNAT(IRE. L" U G HViRr-INIA C
i
30.85 T�¢ H OF Mgss�cy "l�cs/ �ZN OF Mq ss'cy qLUT , 232 RTE ®, �,
1,3 �, RONALD �° R NALD
LEGENDofsal.o o �+J��". 1E , }}j AM1� �; �.J Ji��
a..R CF1 i).(IU ..IL SCALE:
GfST1F ' ESO�S RL
TH 1 TEST HOLE L`'CATION, NUMBER `�S4NITAR\PN A� �rr�O suRv��0 PLPLS,'�� �w�.
� WATER :LINE MARKINC1`.�= CADILLAC.,LD J.Ce'� � � 1 � RS
G GAS LINE MARKINGS `/
9.5 x +"% EXISTING' PRt F} , . ED ELEVATIONS ('X' MARK ~ POINT"
PROFESSIONAL LANC3�.�VEI/ REGISTERED SANITARIAN
o6%-1 EXISTING C.C;NT ;1_IR P.O. BOX 258
PR,0F)O5E[' C--r)NTi%I_!R EST YARMOUTH, MA 02673
0 !,)TILITY F}r>LE 1IF SHOWN AGENT APPROVAL D (508) 775-970
EXISTING DRAINAGE CATCH BASIN T� ,
BY R.J. ::AC ILLAC F=AG 1 =F 1
o G
{ TREE 'IF SHOWN, NOT ALL ` HCWN::;
S