HomeMy WebLinkAbout2015-09-01 Septic Design 38 Wellington Way 6!(S)
SYSTEM ELEVATIONS DESIGN PARAMETERS LOT 1 152
TEST ME 3C SURFACE ELEV 141.00 No�OF 13WROI 4 tha 0��v Won 61 tf� ble malodal shall odend a inhhum o Rio W lalemIly fn al
am 1-� qAlon TrI o lhe depth of rutu-a:y. ' 1., GROUNDWATER 131.00 dire -beyond the VA.pedmW of the�I abse
-uR Aq pervious ma ...qi;vdhry3I CIJR15240(ol sa-I riysTorns),rkd
A. BOTTOM OF STONE 3500 reply A VAth NIUSZ= Bng III Spedfor ions of SIB CI I W(l)8
MAX Na.or ROOMS
440 GALICAY 50 GENF!W
PESrJL
4,� I FIELD 13560 VERC RATE USED (IMINAR 144
INV OF P PE END OF NOTE 3(2
FXIERD A- INV OF PIPC AT BEOINNING OF TRENCH 13568 CLASS 11
FIRE PIPE TO REST Off INV AT D BOX OUTLET 135.72 -14660 LOADI RATE 0.6o GPINSF �V
DBOXINtET 135,61
S LEACHING AREA REQUIRED 733 SF
SEPTIC TANK OUTLET i3SJq USE FIELD 37 X 20=740 S.F.
WAY SEPTIC TANK INLET 136.44 N"RADS--
I SS USE 5 DISTRIBUTION PIPES N
.ARGE F INV AT HOUSE 72 SPACING BETWEEN PIPES 4 FT AT IOUSE ELEV 136 72
Y+
114SPECTION PORT HERS T S ALE SEPTIC TANK USED IbOGAU014
INV.SEPTIC TANK
INLET ELEV-136.44
150
A 140
-j
�4e 1� IN,SEPTIC TANK
13GA9
139 GET ET ELEV
DOR7opDsWET TO PROPOSED GRADE _rff
0 'M
LC GUS MAP
I OT TO SCALE
BM-1
fw -1 :.� ; -
GENERAL NOT I NA v 0. E IN ING FTRE H
S , . C, I I EL 35.68
11 FILL VARHUu FOR MTI m jTkOCTED IN ELLSHALL CX)NSIST Or SELECTON�Elll
136 13�
MI- -1 - - 15'
�LARSh!N0,maErwA0R- T313 146
c 1AA24NOC3.A AWLYSS'M&40A�VEM '7 P,
SRALL effAlreEWtkLE FPTFR-1-E1TTO4E%OY FIRST 2
V-14
Lie
TIONT J UEDONTECIASwve'srVe �v FROM OLD(X
0=4�s�Wa 1W END F
SIM L CT
PHI&V�PANSMN
tFFiBATTwmAmsmmrmEAcHoruErmu�O
TP 4
EEYE SIZE �Omc %THATmSr EILEV=M5O
w F OF
V;Rnm Ew PASSSiCM 30.
14 IIIS I L 9. 2 J' STONE UNDER 4- ELEV 135.00
10%-Iw%
AND 11410
z _qATUM ELE I 1W I�5 jw
Orb- 1132.00
'P
400,
OR( NDWATFIJ
EL AT(ON 131.00
310CP 524 svS1r:A#s)AnD R�%uni FLE"TFROL 2
'R 0 1 N LCCTW� .,Fk�.ICATJ -
.4- L
MOI
-� %-I Ind drain
WEE 14
Tv 136 25 'i
STORKS,WPIEWATERTABLEYLL VAEONISAWE�F�VAEONQFTHE ARI�-A, 24, 4�S.-F,. 3
-xCAVA nly -1 1 7 i
410FIRCEY
01
LEACHAGMEAJII
23'
51A.LLpjrEtusTA�ArmRTiiEsipTiCI"SHALL D66CHE�E40MIC JOINTS -
�%jrAYSHALL - 1�
SHALL ISERASTOWMIGka As Fn��01 gRI PROFILE
EE 'ED As MR VAHUFACI pCr�SPEC�I,ONS P, SCALE:HOR 1"-20'
k1p 5`07'09
ITIGSIE"tRGRALLIC4 Sol SYSTEM DIMENSIONS VIER 1' 2!
07
0. 50
ACV"
OFTHERI FTErEARALYSI
FOR AMRDVAL PRIOR TO ANY PU twmr or ri� 0, NIF PiNNY SEDIMENTAT*N SOIL EVALLIATI ON RESU LTS LOT I
9)THEI'LLMATER DFVELOPMEN'T COM CONTROL nATFOrTESTS:)..13,701J
tAESSINA SOIL LVAUI PhNp Ch,411--
171 m6wM IAPF TP OSAFFUF 01-AiL$ EIJCODI SITE PLAN W1174MS:Nw Rowe.MILE roVERDONSER.TTAIC -
131 7
AS=M0AE.UT..N A.LiCADON ITEAR THE LEACIMO FhCRM MOM.TO
AL 7SCHEDULE.0 P%%Aho RAYT!wATERnftHTj1ws LAnrwA EAST: 20- 0 20' 40' TeA Kt N) To rt Pit 939 41
In NO OARDAGE DISPOSA-5 ARE 11)IIIE HSTAI LEV"I NO WETLkl`03 EXIST MERIN Im 4r,TEE PROPOSES Emma ErEti,OR F-I A� S.'I..Ek-tloo 14100 $Id-Flev.0-.140.50 S-A-LII mS
M THE 1. �L VNI JND LRI 5ROM HEI��"JATF AWARE II ON A BUOYANCY CALCULATIONS 140
C'OCAI�NOI ALL SCALE:1" 20' 7
com E',110 NA"ORIAKEhITH!"01-cl iamcuON46.WaLI A Est 7.syit3lz• A Est 7-51TH312 14- A :Est 7 sypap
wrmeim:I COwaR cl DOWNWARD FORCES 3-27' BVV �rg 7.sYR5/6 5-37' aw Est :715171516 4-27' lew Est 75YRStG E>(STING GRADE
To M&R TO-Y E ATI�011 F WEIGHT CF SEPTIC TANK 11.07rLI34 77-120, C2 L5 2-5N6 37-64* a 'LS
W
jxxorei , � XL 0 THE 1 NATI FLOOD N�RAFXE PROGRAM0 NAP 2!�41F.PC M�T SEFE VXSNOTVC
WEIGHT OF SOIL ABOVE TANK
I 91nm SETE DOES NOT THE AuvrN ITT I0.83FTX6.66FTX6FTFTX120 LEI1GUFTFM-aLD4 0 niFUvd 64, �'d..I DRIVEWAY
REFLAAL
M11MTaIENTAL SMICES,IM.OF VINGSUORD,MA THE FLA"WEHE LOCATED By 0431FILMENT SEDIMENTATION CONTROL HAS BEEN INSTALLED TOTAL 14,742 LS offiERVEETWArin:.... OBSCAVED WATER NONE OBSERVED WATER hale
FIELD 1I ANO CORrA�N N DRA13 ISSUED ITYPIE NORTH At�`EFI CeNWWAPM UPLIFT FORCE Eslimn NONE GNIN ILL.m Do FLc 11$j6 ESHWT M 135.16
IF DISTURBED IT SHOULD BE CORRECTED ACCORDING TO NO,
THIS DETAIL VOLUME OF TANK BELOW WATER TES F M 15 s&D 0 WERE MO 5Ym1 A EXIALL a FAVATOR _,/<-PROPOSEDOR E
.......... 10.SX666X30=178GUFF Fere Test 3A ?R,,TfIEt 30
wTmSw0uTp.cHR`TFARSENmERzExcA
DENSITYOF WATER 62.4 LWCU Fr D�pth of pm Tali :31414 4S� Depthofp-rt�t; 4-17-1" TOA '71 1 FT TEREI ov'�= N�u F WE
OND STO*IWHF%ECY` OWLAYEROF ELEV 50
178 CUT FT X 62.4 LBJCU FY Start pre-soak 1:49 Start p,�,ik 0 OR VIM L EOt- 135.
IIJ251-13 23 a
TI PY"-% �1�04 [rul P,-o.k 245 IT
�*QTEQMO"ATION "REVESTFI�WAI
AM to be P.I Wok km Aw Ube FW-Ickd W 205 12' 2:45
Dj
NET FORCE 1.
VNU7 -----I -- ELEV 135.00
LB 2:30 3-07
14.7t2.I 1A25 3581 1:31
22 MIN W.9"to6" 11-e"u,6" 24 MIN
WYk A-
VCTIFF gy Pec mt,. Fet'M'; 8 roin/II
DATUM ELEV
FI VNItSom" NOTE 13200
'jm1Ek-n FiltrwoMBilt8oxx-SecUon
01ROU DATER
AN ADDITIONAL TEST PIE WILL HE REQUIRED IN THEEL N 13100
P1,E SEAL SEPTIC SYSTEM AREA TO BE WITNESSED BY THE
419AET
e.- aJNEr SEDIMENTATION CONTROL DETAIL BOARD OF I IFATTH PRIOR TO WNSTEI 1 1- 1
El
0.50 0-00
ASSESSORS REFERENCE:
AI.Y"io�l FZn*Z%%,aI
IVI'D 2 6�150x^ MAP 1 05C,PARCEL 84 CROSS-SECTION
nTAN DR SCALE:HOR 1'=219 3.S2&.�-�is kr eiri.-skpEI,GmU,Cope Try mq;m Urger scOl.pv ft Eqlrw� 0 20 M CHMSTIANSIFIN 4i EF RGE INC VER 1'=2
4 3P
RI
3' LONGITUDINAL SECTION SEPTIC: SYSTEM DESIGN PRENGINER
NOTES: FOR
rFAPE" 1. 013TRIBUTIONDOX SHAIL BE OF REINFORCED CONCRETE CONSTRUCTION AND (LOT 1) 38 WELLINGTON WAY
t"
,CINCAFIONS: SHALL BE WATERTIGHT THROUGH MANUFACTURE"SPt0rICAT1ON AND
IH WARRANTY.
2 RlEwcqc� m-C'm�3 NORTH ANDOVER, MASS.
TPLA)4'rGIAOUTET
2 DISTnInI BOX IS TO HE SET LEVEL AND TRUE TO GRADE ON A LEVEL SI S IC PI
BASE WHICH HAS BEEN MECHANICALLY COMPACTED.IF THE DISTRIBUTtON
*m�*.rN Im STAI-P 19 PLACED N FILL,PROPER COIJPAC1HON IS REQUIRED 70 ENSURE STABLIUTY V-6. too PE SEAL 2'
.1500 3ALLON SEPTIC; TANK AND TO PR=SETTLING:NATIVE GROUND WITH A SIX INCH STONE BASE IS L 1w 4- -
NOTES OTHERWISE ADEQUATE- CROSS-SECTION RECORD OWNEPJAPPUI
1.THESE-or TOPVIEW SIDE V1 MESSINADEVELOPM ENT COMPANY PHILIP G.CHRISMNSFN
YiA�- 3. AN INLET TEE EXTENDING TO ONE INCH ABOVE THE OUTLET 114VERT MAY BE ;.-I�-
.�K A.-1-uiVr,Lk-LI"BI TO GRADE PROVIDED IN PLACE OF THE INLET RAFFLE. 2?1WASHINGTON$TREET PATE:JANOARY 6,20%
'ALEW1 ITABIL-E DISTRIBUTION BOX
MIDIVITO I - GROWIMDMAOIB45
�EOTG 1 EWFE Ub�. N SUTR1Io.11 P. TANK Irr 4. 01 STR;BU-1-ION BOX SHALL B L DLmwo AND CONSTRUCTED so AS To THE LOCATIONS.ELEVATIONS.&TIES
��OEF WITHSTAND H 20 LOADING, USE SHEA CONCRETE PRODUCTS !HEREBY DER TIT REV MAR zi,2ow
HA� SHOWN N I FRoM AN ArTuAt,SURVEY MADE
SIMI 6-OUTLET H-20 DISTRIBUTION BOX, PROFESSIONAL ENGMEERS&ILAND SURVEYORS
A "I I P"I IT THE DISTRIRUTHON 6. A RISER TO VATHIN6 INC PSDFFInALGRAOHI$N�QLAnED1F
A'. 1-4 E zSOFCOVER. ITEM NO.B-6DBH CHRISTIANSEN &SERGI, INC,BOX IS TO I(AVE1 GWAT R THAN 9 INCHF
160SWAIVER STREET,HAVERHILL,MASSACHI Ofiiia sklEET I OF I
TU EGFDESZNER DATE CS1 WIVIAVOSI-ENGFIVOM TEL 972-37aOME) FAX-97B-372-3960
DWG.NO.1403622a