HomeMy WebLinkAboutAs-Built Plan / Installation Certificate Form - 11 PURITAN AVENUE 10/11/2017 AS SUILT SYSTEM E�EYATIONS' AND TIES ""MOO" 2` '7LEGEND OF SYMB�OLSl & ABBREVIATIONS': Prepared For:
C: INil 168.81 100.0 EXIST. SPOT ELEVATION S TEST HOLE
NIF 1500 GALLON A-/=30.�9' -100-------- EXIST. CONTOUR
A,.C. 841ILDERS, INC. 9: INV=168.07 1-4- DIA INLET ti DIA OUl
A-0=,38.2' 8-0=J8.2 PLASTIC PIPE SEAL 0
60 &Z'CHWOOD DRIVE SEPTIC TANK E: INV=168-06 A-C=20.6 19-li 4J.2 5. T 00 1 PROP. SPOT ELEVATIONS (1) DRAIN WkNHOUE -W
NO. ANDOVER, MA. INV=168.90(OUT) - 10" 2
,A-Dl-71.3 9 D=69.7 7' O�,C�L- PROP. CONTOURS EM CATCH BASIN 4_j -00)
Y 107- 1150 f-.- INV=168.3
2
IJ8 A-E=76.J` B_E=82.3 WATER SUPPLY c:
111J7 DIST SO)( G: INV=168.J2 PLAN VIEW 2'l PROP. WATER SUPPLY LINE WELL 0
H: INV=168.33 SECTION VIEW .9 rc-
INV=168.66(IN
A-f=4'1.6' 10 2'
CTI
A-G-J1.7' B-G=62.6 0 MW PROP. INSPE ON PORT/MONITORING WELL
Lg-H=69,JT PRECAST 10 OUTLET DISTRIBUTION BOX 1 -03 :"):2
168. <
"zi, INV 48(OUT) NV=168.29 A--H=J6,5' 9-,1=55.6 NOT To SCALE IBENCHMARK REFERENCE DATUM' Js<
'i K.- INV=168.06 A-,1=27 7'
i 041 A-K=69.9' 8-1,(=64. I NOTES, 1. SHEA CONCRETE ITEM NO, B-6088 SHOWN. EQUWALENT PRODUCT MAY BE SUBSTITUTED. TOP SPINDLE HYDRANT AT CIRCLE. ELEV.=175.75' c
2. CONCRETE: 4,000 PSI MINIMUMI AFTER 28 DAYS, o
L.- INV=166 02 3, DESIGN CONFORMS WITH 310 CMR 15,000, DEP TITLE 5 1 FOR DISTRIBUTION BOXES. V
A-t=7J. 7' 8-L=76.0
ZI 135 4� EXTEND ACCESS COVER TO WITHIIN 6" OF FINISH QRADE� RIM OF' CATCH WIN AT CIRCLE. ELEV,=170�04'
11140 ......... A-MW1=72.2' 9-MW1=79-Y CONTRACTOR TO CHECK BETWEEN BENCH MARKS BEFORE INSTALLING TRENCHES cz a-
x ox>T_ 00
2=70.0 B-MW2_7J.8'
B,VW. -. -,UW ZZE
Xr, A
68.8' 8-MWJ=70.J"
A-,UJW=
A-MW4=66. ii i9-,MW4=61_5
Prepared By:
"'j A ,
CLEANOUT W/ PLUG 4" Si
AT PVC TEE
910' ELBOW WITH PERF. i
M 2l" OF 1/8'
1,34.47 BUG SCREEN INSPECTION PORT- WASHED'PEASTONE OR FILTER FABRIC
(TYl 4 PLACES) I COL ONIAL� /Il 'll
SCH 40 PVC VENT PiPE----,,l FINISHED GRADE C��, § § § E
(SEE NOTE 25) A VENUE . .......
c, J 0
........ 12-MINl 2X
M �� E A#INIMUA# SLOPE z ocus
6'MAX. '2% VAI
...............1.- �Y I,# 1= 0 Z
Cil
17,Y 58 4"' D�Lk SCH140 E t3, c� c4 ag
PERF. P.Vl T I-
2 al co
OW 0
LIJ
'22#5- NATURAL IL
42 ,1 .............. a&l;k- EXCAVATION PURTI,
155.69. 4
IN EA -1 K02 SIDEWALL A VENUZ
Zfte e2
IV- 3/4"t-1 1 to '
DOUBLE WASHE;-�'-
LOT 12
STONE j 4 5'
ZFF
1.0
24,�050 SF /I Ix wo ni 0 0)(80W
..**LOT 13
fill
............
IM , �r�::�� Design By,, gr
158 WAIL
LEACHING TRENCH DETAIL Drawn By: gr
-K01- CIRCLE
25 ........
. 675
NOT TO SCALE
Checked By� pjo
....... -,0,084
........... Piro ect File. Ni
NOTE:
lc!omp, No: Nii 9
Issued For Permit
12 PROPOSED LEACH TRENCHES TO BE INSTALLED AT SAME ELEVATIONS AS SHOWN
ON AS BUILT.
tf W1 J1
[:]Issued For Review
ee115'4ING 4 8rDlpoo4l
REPLACE EXISTING DIST. BOX AND INSTALL RISER TO WITHIN 6" OF FINISH GRADE. E]Issued For Bid
A/00se INSTALL "SPEED LEVELERS"' IN OUTLET PIPES.
0i Mo arIgiii Issued For Constructior
..............
.............. le/ LOCUS MAP
INSTALA_ FILTER IN OUTLET PIPE AND INSTALL RISER TO FINISH GRADE WITH HEAVY El Not For Construction
Foi rION 66 DUTY' RIM AND COVER.
LOT I I SCALE: 1 1,500'
r#4 G 1;z - 11 i
CONNECT ENDS OF EXISTING PIPE AND PROPOSED PIPES TO FORM A VENT.
L
2, 22347 S.F.
I I 480ftIl DESIGN DATA.- AS SUBMITTED BY'
INSPECTION PORTS TO BE INSTALLED IN ALL TRENCHES.
4 1. HAYES ENGINEERING IN 1996
OVERDIG MAY BE REQUIRED IF ANY UNSUITABLE SGIL FOUND IN AREA OF
�O PROPOSED LEACH TRENCH. NUMBER OF BEDROOMS: 4
zu 1,10 G.P.D./B.R.
(51 DESIGN FLOW
RAV-168.47
r 170 npl"A
EXISTING TRENCHES TO REMAIN. DAILY FLOW: 4 x 1,10 = 440 GR.D.
DRI"A Y
,A� el
v CA IV 15a SEPTIC TANK REWIRED: 880 GAL.
SEPTIC TANK USED: 1500 GAl
*10 LEACH AREA REQUIRED:
CLASS I SOILS LTAR - 0.70 G.P.Di./S.F.
....... WS0 NOTE: INFORMATION FOR THIS PLAN COMPILED FROM i .2
06 440 G.RD./' 0.70 G.P.D./S.F. - 629 S.F. �T
........ C8 -. 00 114 $ P "AS-BUILT SEPTIC SYSTEM DESIGN" DATED NOVEMBER 6, 1997 >
RONG KI 1J1
-BUILT PLAN OF LAND LOTS 12 AND 13 COLONIAL AVE.-
C 0 SCO771F Z. i TT 0 UV /)VV T AN D "AS LEACH AREA Ll 630 Sl.F.
14 PURIrAN AVE DATED NOVEMBER 6, 1997 BOTH BY HAYIES ENGINEERING, INC.
11 NO GARBAGE DISPOSALS ALLOWED
1 00
y 10/7- L 11ji 0 AREA CALCULATIONS: NOV. 4:, 1996
LEACHING
BOTTOM: (SW (451) 135 S1.
SIDES: (2)(26)(45"L) = 180 S.Fl,
LEACHING AREA PER TRENCH = 315 S.F.
Lo in 4- tn
.?0
TOTAL LEACH AREA PROVIDEDl��
CA 6URITA i TRENCHES)(315 S,F-/TRENCH) 630 &F�
7 C0)
MA RK A VD lil REZ Y SO,IL LOGS.'
L OT 14 Lb 0
A\VE, lbl COOPSRSrEIN C14
,A: 133 COLONAL AVE DATE OF TESTING: 3-4-92 0
#50 \, 0 5--,3-93
i=96. 10, M 107- L IJJ
R=6ii 00 6-11-93
AA
HYQRAN7" 6-8-96
'N'
ctev 1 75�7� 4 0
+.#
SOIL EVALUATOR: GQI�PQN_ll ERSON
U
0
SANDY STARR
-el 0 BOARD OF HEA AH 4;
SU13AN FORD .4-10
MIKE ROSSETTI 0
N 70P OF
f OUND4 7701V PERCOLATION RATE: P T.
P12B: 5 min./in. Drawing "Title:
R=JO.00 c
L,=27 4
CL
W S 0
SOIL NK5L �KAAWLNIZ� 7* SOIL
DEPTH BY VOLUME SOIL CONSISTENCE
HORIZON/ STRUCTURE (MOIST)
(In,) COBBLES & E
LAYWTER RAVEL
ELEC 7y STONES
3; -S7REET SIGN >
- 00"ll Ap
<
08--24" ON fail
24"--152' C
5 . 0
ZONF' PR49 (R-2) V.R .. ..........
...........
-,ZZ= ESTIMATED SEASO
>
Ap :0
00*-Ol
FRONT 20
..T 7 0 V)
91 SIOE 20' W 6.5.6.9. 1) ------- CL < c
RE4R 20 ...... 90
NO REFUSAW NO SIATIC WATER; NO WEEPING
---------- ........... ...............
ESTIMATED SEASONAL HIGH GROUNDWATER TAW DOWN 10i AT ELEVATION 1594'
CONSTRUCTION NOTES' 00%,1071 Ap ...... ...... 0
......... ...... z
I Excavate all topsaill, si and any other unsuitabile
IS, Be gr fs
k�7 _W;76 .. ---.ET.-__ 0
material wfthiin the limits of excavation and replace t�o top of 24'-41"
or
peastone elevation with select on.-site or imported soll iF
;,.6T
matill consisting of clean graini :sand, free frorn .......... ......
NO; REFUSAL, NO STATIC WATER; NO WEEi c
organic matter and deilleterious substonces,
two ESTIMATED SEASON4.-4i ON SOZ'
2. FdI motel shaIl not col any materilial larger thon
(2) ii The fiII materIal shall comply with Title 5. State T
ll ---I U)
Environmental Code 310 CMR 15.255 (3) as revised.
3. Contractor to Supply to the tawn a current sieve test 1111111 1 M11111 I'M 111,
vVe y a
analyses report ot their own expense if required by the
e a Drawing No.:
VC09 100M
local approving authority,
gi
_�qq!:pe sonid KZIT
�ony l�oom J
Is MATERIAL NOTES:
I CERTIFY THE LOCATIONS:, ELEVATIONS, TIES, COVER MATERIAL, EXPOSED COVERS ETC. SHOWN ON TH ............
s''and fs silt civii,
AS BUILT SUBSTANTIALLY AGREE "WITH THE APPROVED PLAN AND HAVE DETERMINED THAI' THE BREAK OUT Leach Bedding: S I I I I NO 27146
silt loom
'lloomy coarse scF6d-
ELEVATION, IF APPLICABLE, HAVE BEEN MET. 1� CIean double washed stonle sholl be free of iro,n particles, fines anid dust in place. 1,j--_j.........-"I""
Ii _ w y clay oam A B
Z Bottom stone �n leach area shall be 3/4" to 1-1/2" doublle washed stione os
d ft
1 /4
0�
FINISHED
H
F_
c W_
0'
IN
-CRIEN
-I PIPE
2 N
M X_ OP
'16 A 2%
_T11
indicated in note 1 above, M
-4
3. 'Top stone in: leach area shaill be 1/8" to 1/2" doli washed p�eastone as
SIGNATURE: DA"ll ......................
indicated in note 1 above. Gectextife, fabric may be Substituted for the miinlmurri 2
very fine sun loom VfSI SHEET 1 OF 1
inch layer of diouble washeld peastarl
z
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