HomeMy WebLinkAboutApproved Septic Plan - 140 BRADFORD STREET 11/20/2017 Z
.qN,
4v,
SOIL EVALUATION RESUL'TS BOXFORD
...... Peric A Peric IB
................
A4,
w
1,14 7�
114 - 36" Depth of Perc "Test- 49"
Depth of Perc. Test.
SOIL EVALUATION RE,SIJLTS
'Ro
DATE OFTESTS- 7/18/2017
-EXISI]NG GRADE Starl Pre--soak 9 43 Start Pre-soak 111-00
S101L. EVAL.UA-rOR�� JAKMEES MELVIN
End Pre--soak. 91-58 End Pre-sloak 11
@ T'Ar ANLET ,,�
- 105,43* 1 ROWE
W11'"NESS.
'll 15
12"
R58 12"'
1.1�2 K,,(A 1111 Ole
9tv
A
g .......11
914 10-1 16 11-38
'rest Pit�#i Test Pit #2
-4NV PUMP INLE 1105,08' ce Elev. 107.4 Surface Elev. 106.5 6" 10-147 61 121-13 k .........
Tinie 9" - 6", 31 mini. T�rne 9" 6": 315 min.
104,83*
4NV @ PUMP OUTLET
4",
g
pi fj`�
A 1 0YR3/2 SL. 0 1 1 OYR3,12 SL
-lNV @ D--BO IN� ET 108,20 110 Perc rate- 11 iiTiinutes �per inch Pere rate�� 12 minutes per inch
C 1 OYR15/4 SL '11 79 C 'I OYR5/4 Sl,_
INV D-BO 0UFLE'T"=: 10&02
4NV CHAMBER 107'.BO
--PR0Fl0SE',lD GRADE Observed Water-
Observed Water,
op_
108 �Elev. 101.5
BARR�ER ESHffr' @ 57" REDOX Elev,. 1012.6 ESHwr @ 60"' REDOX
OF BARRIER = 108.2
�NV @ HOUSE 105.67-- B01'. OF BARRIER = 103.5 f
"rest Pit#3 'rest Pit#4
.......... 4�
"I'll.-aurl'am u_ MiAMBER
Surface E�ev. 105.01 Surfac.e Ellev,, 106,7 kv, '1� N
INV @ 107,52
106
106 1 OYR3,/2 SL 0 22 A 10YR3/2
SL
0 - 20 A
I'LE 5 SAND i/6 SL B 110YR516 SL,
OF T 20 ,- 30"' B I OYRE 22 - 26"
[3E�_OW CHAMBERS 30 - 80" C 10YRS/4, SL, 261- 91 C 10YR5/4 SL LOCUS MAP
104
...........
-OPS011. Observed Water'. Observed 'Water-.
#4) -Al"PROXWATE umrr OF 1
12 LF, 4" SCH 40 PV(:,, ,S,:=0,020-- (T
& ,LHISOIL EXCAVXTION & DESIGN RARAMUERS
Id RE PLACEMEN F WITH SAND, FILL�� 5' ESHVVT @ 491" REDOX Elev. 100.9 ESFlW_T@ 55" IREDOX Elev. 102.1
5 LF, 4'" SCH 40 FIV( S=0,020- AF ,C)UND SYS I"EM NO. OF BEDROOMS 3
6
102 --- ------ MAX NO, OFROOMS
DESIGN FLOW 330 (,3pAL/DAY
1,500 GAI.1-01114 j PERC RAT'E I)SED 12 MiNAN
SEF'1'1(,-,','l NNK SOft.,CLASS CLASS 11
LOADING RKI"E, 0,56 Gl',)1'l)lSF
LEACHING ARE�A FREQLARED 590 SF
BY
6' BASE ...... EFFECTIVE LEACHING AREA
4,72 SF/LF
CRUSHH'D STONE
FOR WFILTRAI
OR QUICK4
'1 11,000 �GAI 10N HIGH CAPA(,JTY'Cl-iAMBER
FIL)MP CHAMBER 9 F3 . ........
98 NANIE , �.11l, I "", / � (i,
LENGTF1 OF C11AMBERS REQU IREE), 1 25�O FT
LENGTH OFCHAMBERS PR()VIDED 1,44 Fl
DA rE ..........
04 1 �lqo A—AlIll—
NUMBER OF ROWS
ROW LENG11-1 18 FT
96 96 LENGTH OF CHAMBER 4�0 FT
- 0+25 0.1-00 0+25 0+50 0+75 1-4-00 LIDT AREA, NO. OF ("HAMBERS F)ER ROW 4-5
44,02,7± S,F, 1`01 AL NO� OF CFfAMBERS 36
PROF li�,01±AC, ELEVATIONS
IL �NE 1 SEPTIC 'TANK USED 1500 GALL.ON
-.1-1 N/F 105.67*
HORIZONTAL SCALE� 1"' = 20' 1 N V OF P I P E 0 U 1 0 F H 0 k J S E
V E f�?,T�CAL, SCAL E"I '1 2' SCOTTHARWOOD
INV. OF" PIPE AT SEP,ric rANK INLET 105.43:*
"INVER AT HOUSE SHALL BE CONF]RMED PRJOR TO CONSTRI �(,110N SEE No rE 22
INV. OF PIPE AT SEPTIC TANK OU'llET '105.18*
CONVENTIONAL
INV. OF PIPE AT PUMP CHAMBER INLET '105.08*
DESIGN PARAMEl"'ERS
EXTEN 1"OF! T]"TLE 5 INV. OF" PIPE AT PUMP CHAMB�ER OU I'L.E,r 104.83*
GONVENflONAL SYS"I"'EM 1� ......
4, INV. OF PIPE AT D--BOX INLET' 108.20
0 NO. OF BEDROOMS 3
APPROXIMATE
4" SCH 40 PVC "01 0 INV. OF PIPE AT D-BOX OUTLET 108.03 MAX, NO. OF ROOMS 6
�l "'rOWN �NE
112 ........
L=12", 102 INV. AT LEACHING FIELDS 107.80 DESIGN FLOW 330 GAL/DAY'
PERC RATE USED '12 WN/IN
BOTTOM OF �_EACHING FIELDS
SOIL CLASS CLASS 11
EX�STINO GRADE LOADWG RATE 0.56 GPDISF
110 TP 1 LEACF(ING AREA REQUIRED 590 SF
<"/', I
-ILTRATOR *SEE NO�TE 22
flROPOSED GRADE QUICK 4 PLUS TRENCH WID111 2.0 FT
STANDARD LP CHAMBER I?T
TRENCH SK)EWALL ZO FT
b�F ll�
w1r�9NCF ?")v EFFEcnVE LEAC14ING AREA 6.0 SF/LF
TP 2 TOF MUl PER F001 OF TRENCH
"J"
. ..... I CERTIFY THAT "THIS DESIGN CONFORMST() THE DEP APPROVAL FOR LEN(3TH OF TRENCHES REQUIRED 131 FT
GENERAL USE PURSUANT -rollTLE 5, 310 ("MR 15000, DATED 6/12/2-015
r AND -rHE LENGT'H OF TRENCHES FIROVIDED 156 F r
I' " F' SYSTEMS INC,BLD SAYBROOK, c
BARRIER J/ 41" SCH 40 PVC AS IS, P% %J 1%
DE V I EJED WITH THE PRODUCT'
TOP OF BARR�ER 1082 L=5% S=OD20 NUMB�ER OF 'rRENCHES PROVIDED 3
13ED
BOT, OF BARRIER 103,5 C
TRENCH LENC.3ol'iH 44 F'r
106 PROP0.
106 �.J
RE OF DESIGNER
PROPOSED
1,500 GAL LON LEAC11ING AREA PROVIDED 7'92 SF
SEPTICTANK 1,000 GALLON
6"' OF! I'TTLE 5 ����AND PUMP CHAMBER
BELOW CHAMBERS EXIST]NG K X,
K'' "N 1 PVC RECEIVED
WAI ER SER=E 2
ASSESSORS REFERENCE
2"' SDR
104 104 (APPROk) .......... L=1 0', 2 r (),17
MAP 061 .0, PARCEL. 004
PITCH �BACK I'D
E,S �_ijV.J, LIWT OF1 OPSOh- PROPOSED '(V
VP(TION &
& SLJBSO�L EXCA
EFF1.1JENT
(TP 4 4) PUMP CHAMBER l,"OWN OF NORTH ANEXIVE I
REPLACEMENT WH11 SAND ALL: 5' MONITORING WELL PROPOSED �jEgni DErwi,rMENT
AROLIND SYS rEM DEED REFERENCE'
(SEE DETAIL)
Is �l T�'l''""
EFFLUENT
N E.R.D. BOOK 10 110, PAG E 313
N1, Z.. MONim:R�NG WELL
102
APPROX11MATE LOCATION
(SEE DE�rAll.) (c) 2017 CHRI'STIANSEN & SERGI, INC.
OF EXISTING LEACWNG RELD
PIRO F ESS IONAL
><
SEPTIC SYSTEM DESIGN EN(IINE'ER
13ROPOSED
PROPOSED """ll ,, I,, 1� 1-11"N'
100 ...... BREAKOUT FOR
100 9 ourL.ET D-BOX N/F
(SEE DE'T'A�L) PROTEurim BARRIER
SOUSA, 1!!�AWI YREVOCABLE
1140 BRADFORD STREET
1"RUS1 2014,
0
0
IN
LIMI"T'S OF REMOVAL.OFTOPSOIL, 9, 4
98 SUBSOIL, AND UNSUITABLE MATER�Aj'�r NORTH ANDOVER, MASS.
98
5' MIN AROUND t EACHING FIELD
4
RECIORD OWNF,�R APPL.K'ANT :
PHIUP G. CHRISTIANSEN
srrE PLAN IN E, DOMENIC GUGLIELMI
96
96 140 BRADFORD Sl REET
20" 0 20 40 NORTH ANDOVER, MA 01845 DATE: AUGUST 1, 2017
25 0 0 0 0+25 0+50 a I I I r-7: er)
I CERT IFY I lE L.01 11�AS, ELEVATIONS' AND 1 IES SHOWN ON,TH IS, PLAN
�RESUL A REV,- 81231,17
7,1- F A,A A )AL, SURVEY MADE ONT11E GROUND.
CRlDSS-,SEGTl0N ,A-A' SCALE: '11" 20'
PRO FESS IONAL ENGINEERS LAND SURVEYORS
H(,')R20NTAL SCALE� 1 20':
...........
'AL SCAL E 1 21"
VERT K, DATE CHRISTIANSEN & SERG, INC.
IGNER 160 SUMMER STREET, HAVERI 1ILL., MASSACHUSETI'S 01830 SHEE I' I OF 2
-373-0310 FAX. 91'78
WWW,CSl-ENGR_C0M TEL. 978 DWG, NO, 17,071,,004