HomeMy WebLinkAboutHealth Permit # 5/19/1994 Town of North Andover, Massachusetts Form No.3
4 NORTH BOARD OF HEALTH
f A
DISPOSAL WORKS CONSTRUCTION PERMIT
SACNUSE '.,.
Applicant .l
ME 16 ADDRESS TELEPHONE
Site Location
Permission is hereby granted to Construct) or Repair ( ) an Individual Soil Absorption
Sewage Disposal System as shown on the Design Approval S.S. No
-'14 j7k-&b
nl C� HAIRMAN, BOARD OF HEALTH
e "
Fee r D.W.C. No. G, __
()�q""10
BOARD OF HEALTH
a� ....
� wr
°19 :: ° " 120 N T L. 682-6483
`�ewus��
Qy ° .. Vd`y y
, a 4 NOR.T°14 ANDOVER., MASS. 01845 Ext23
�s�
...w """)
March 4 , 1994
Mr. Phil Christiansen
160 Summer Street
Haverhill, MA 01830
RE: Lot #20 Lacy Street
Dear Phil:
This is to inform you that the proposed septic plans for
site referenced above have been disapproved for the following
reasons:
1) Label soils tests and relate to data on sheet 1.
2) Additional soil tests required on western side of
system between elevation 130 & 132 .
3) Show distances of septic tank and leach area from
dwelling.
4) Distance from wetlands flag B®14 to edge of excavation
incorrect ® not 103 feet.
5) Please show elevation of driveway at garage entrance.
6) Drop of D®Box less than 2 inches or 0. 17 feet.
7) No benchmark in work area.
8) FDN drain not shown.
If you have any questions, please do not hesitate to call
the Board of Health office.
In addition, a fee will be required for the additional
testing. Thank you.
Sincerely,
J'
Sandra Starr, R.S.
Health Agent
cc: Jay Philbin
DATE <
Sheet of
BOARD OF HEALTH
TOWN OF NORTH ANDOVER
SUBSURFACE DISPOSAL DESIGN REVIEW
FEE PERMIT # DATE RECEIVED
APPLICANT / �� f /C. ,�1� ASSESSOR'S MAP
ADDRESS t_t' %�� �/ J j ,�C�. PARCEL #
LOT # ,= C
STREET
ENGINEER
ADDRESS .. ��>' C.)`J/ 111
PLAN DATE _ < f jr REVISION DATE
CONDITIONS OF APPROVAL:
APPROVED
DISAPPROVED
IAJ
�.�'�'d�t;'i'�7�/r>�f ,�m'iJ C�1 cU.�/�✓ �,�`a"_ /Uri f .��;� p
PLAN REVIEW CHECKLIST
ADDRESS ', ✓" ENGINEERrc,
GENERAL
3 COPIES '"y ` STAMP LOCUS NORTH ARROW c....,., SCALE &'w.
CONTOURS ,
�.m.,,., � .,
PROFILE SECTION BENCHMAR 1�e� � a�, SOIL &
PERC INFO ELEVATIONS WETS. DISCLAIMER "- °°""" WELLS &
WETLANDS .,.m WATERSHED? DRIVEWAY L " (Elev) WATER LINE
FDN DRAIN w,; SCH40 TESTS CURRENT? a �`p
SEPTIC TANK
„mow . �� ., .,
MIN 1500G. °w . 17 INVERT DROP GARB. GRINDER ,/ � (+200% EDF)
25' TO CELLAR . . MANHOLE TO GRADE t,_ .. ELEV GW
D-BOX
SIZE # LINES FIRST 21 LEVEL STATEMENT
INLET ,,� OUTLET (2"' OR . 17 FT) TEE REQ'D?
LEACHING
RESERVE AREA `S 4' FROM PRIMARY? 100' TO WETLANDS 2% SLOPE
100' TO WELLS -.,"" 351 TO FND & INTRCPTR DRAINS —,"' "" 4' TO S.H.GW
3251 TO SURFACE H2O SUPP 4 ' PERM. SOIL BELOW FACILIT.Y..
MIN 12" COVER FILL? L. (25' if above natural ele i�` 10'if }below)
w,
BREAKOUT MET?
TRENCHES
MIN 660 gpd SLOPE (min . 005 or 611/1000 >3 ' COVER? VENT
SIDEWALL DIST. 2X EFF. W OR D (MIN 61 ) IS RESERVE BETWEEN
TRENCHES? IN FILL? MUST BE 101 MIN. 4" PEA STONE?
BOT X LDNG + SIDE X LDNG = TOT
(L x W x #) (G/ft2) (DxLx2x#)
PITS
MIN 660 LEACHING "` GW MIN 4' BELOW BOTTOM MANHOLE/PIT
EXCAV 2x, EFF W OR D �° "' 12n®48" STONE SURROUNDING "
BOT
p°
e,a + SIDE x LOAD ' ` — TOTAL
(L x W x #) (2 x (L+W) x D x )
CHAMBERS
MIN 660 LEACHING GW MIN 4" BELOW COVER >3 FT VENT
MANHOLES 12"®481' STONE SPLASH PADS SLOPE . 005
BED/TRENCH (Bed max. 60' X 601 )
BOT + SIDE X LOAD = TOTAL
(L x W x #) (2 x (L+W) x D x )
FIELDS
MIN 900 ft2 LEACHING PERC RATE FASTER THAN 20M/IN GW MIN
4 ' BELOW BOTTOM OF FIELD PIPE ENDS JOINED W/NON®PERF. PIPE?
4" PEA STONE? DIST LINE SLOPE . 005? >31 COVER ® VENT
SCH 40 MIN 12" COVER L x W = T x LDNG > DESIGN FLOW?
DOSING TANKS AND PUMPS
DIMENSIONS X X = PUMP CAPACITY gpm
L W D Vol.
DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME
gpm
MANHOLES TO GRADE ALARM SEP. CIRC. GW (Min. 1' below
inlet) HWL LWL CHECK VALVE BLEEDER HOLE MANUAL
OP. SWITCH
V
-r
M_.
r
s
p
w�
e 17
7
awrH
I AREN H.P.NELSON A
Director °g Town of 120 Main Street, 01845
» (508) 682-6483
»°O°
suTLnTNG �,.°� �r�» NORTH ANDOVER
CONSERVATION 4C us DIVISION or
HEAL'T'H
PLANNING PLANNING & COMMUNITY DEVELOPMENT
ky
January 26, 1994
Mr. James J. philbin
10 Lacy Street
North Andover, MA
RE: Lot #20, Lacy Street
Dear Mr. Philbin:
This is to advise that you cannot proceed with any further
construction on Lot #20 Lacy Street due to the fact that there is
no access to the site.
According to the Director of Planning and Community
Development, you must appear before the Planning Board to get
common driveway access prior to completion of the structure.
Yours truly,
Walter Cahill,
Asst Building Inspector
DR.N;gb
c/K» Nelson, Dir. PCD
KAREN H.P.NELSON T® of 120 Main Street, 01845
Director
BUILDING •, ; ® N ANDOVER (508) 682-6483
CONSERVATION ° °"°s`t DIVISION OF
HEALTH
PLANNING PLANNING & COMMUNITY DEVELOPMENT
6,
g (
{ (2
January 19, 1994
James J. Philbin
10 Lacy Street
North Andover, MA-
RE: Lot #20, Lacy Street
Dear Mr. Philbin:
As per our conversation of 1/11/94, you have proceeded
without authorization at Lot #20, Lacy Street. Any further
work being done without the necessary permits is at your own
peril.
Yours truly,
Walter -Cahill,
Assistant Building Inspector
WC:gb
c/K. Nelson, Dir. DPCD
Town of North Andover, Massachusetts Form No.s
MORT" BOARD OF HEALTH n
°c
0 p
M y
.:.... .-� • DESIGN APPROVAL FOR
,S-SA C14USEt'A SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
a:
Applicant Test No.
Site Location (ZT 9A) LD 4 to 1 J
Reference Plans and Specs. I A 11h7 �3
ENGINEER DESIGN ��— DATE
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
—C AIRMAN,BOARD OF HEALTH
Fee Site System Permit No.
1,