HomeMy WebLinkAboutMiscellaneous - 321 PLEASANT STREET 4/30/2018 (2) I .d
321 PLEASANT STREET e t
210/095.0-0061-0000.0 _
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PATRICK J. DONOVAN ASSOCIATES, INC.
claim anal ROSS 194ustments
P. O. BOX 110
WAKEFIELD, MA 01880
TEL. (781) 245-5540 - FAX (781) 245-7016 �TOI W O NOR7-H
80ARD OF iiEAfT}O..�V�c,,
March 29, 1999 AM
7 1999
Building Commissioner
City or Town Hall
No. Andover, MA 01845
Insured : Beverly & Richard Nelson
Property Address : 321 Pleasant Street
No. Andover, MA 01845
Insurer : Merrimack Mutual
Policy Number : HP1689305
Type of Loss : Wind
Date of Loss : 3/22/99
Our File # : WAP29414
Claim has been made involving loss, damage or destruction of the above-captioned
property, which may either exceed $1,000 or cause Mass. Gen. Laws, Chapter 143,
Section 6, to be applicable. If any notice under Mass. Gen. Laws, Chapter 139, Section
3B is appropriate, please direct it to the attention of the writer and include a reference to
the captioned Insured, location, policy number, date of loss and file number.
On this date, I caused copies of this notice to be sent to the persons named above at
the addresses indicated above by first class mail.
Vern Laws
Adjuster
AS IATl N C A ADJUSTERS
SOC 0 OF INDEPENDENT INSUR NCR RO
_ of Massachusetts
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of Health BSPTIC SISTEX
firth An ver Haan. INSTALLATION CHECK LISP LOT �,LEl�S�lit/T
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DISAPPROVED
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I. Distance Tot � Veep
At,��A
a. WetlandsF-1
b.ce ellDrains \
2. Water Line Location (l � ^
3. No PVC Pipe
!�. Septic Tank
a. _Tees --Length & To Clean Oat Covers
b. Cement Pipe to Tank Oa Both Sides of Tank
Distribution Box
a. Covers & Box - No Cracks
b. All Lines Flowing Equal Amounts
C. No Back Flow
6. " Leach Field or Trench
a. Dimensions
b. Stone Depth
c. Capped ids
d. Clean Double Washed Stone
7. Leach Pits
a. Di ansi��o �"'
Stone�Tepth
c. ash Pads
V
ea
ement P to Pit - Both Sides
f. Clean Double Was ed Stone
8. No Garbage Disposal
9. Final Grading inspection '
10. Barricading Covered System c, rpj
11. As Built Submitted
- a. Lot Location
b. Dimensions of System
c. Location with Regard-to Perc Test
d. Elevations
f e: Water Table
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l card of Health
North AndoversMass
MBSORFACE DIMML DE&GN CHECK LIST I //
LOT # 7 °r
APPROVED DATE DISAPPROVED DATE,
Provided: Reasons:
Y 4s
Title F
Reg 2.5 The submitted plan must show as a minimums
'/ a) the lot to be served-areasdimensions lot #,,abatters
LX b, location and log deep observation hoes-distance to ties
d location and results percolation teats-distance to ties
design calculations & calculations showing required leaching area
e
'location and dimensions of system-including reserve area
f 'ead sting and proposed contours
177 (g) location any wet areas within 1001 of sewage disposal system or
disclaimer-check wetlands mapping
(h) surface and subsurface drains within loot of sewage disposal
system or disclaimer
(i) location any drainage easements within 1001 of sewage disposal
system or disclaimer-Planning Board files
(�) known sources of water supply within 2001 of sewage disposal
-�-system or disclaimer
t )'location of any proposed well to serve lot-1001 from leaching facility
(l�-iocation of water lines on property-101 from leaching facility
(mcation of benchmark
n driveways
_._,,,,,1Q-garbage disposals
PVC to be used in construction
q) profile of system-elevations of basements plumbs pipe, septic tanks
distribution boa inlets and outlets, distribution field piping and
Other elevations
(ra maximum ground water elevation in area sewage disposal system
i s) plan must be prepared by a Professional Engineer or other
professional authorized by law to prepare such plans
Reg 6 Septic Tanks
(a) capacities-150% of flow, water table, tees, depth of tees,
access, pumping
(li) cleanout
lot from cellar wall or inground swimming pool
_ (d) 251 from subsurface drains
Reg 10.2 Distribution Boxes
slope greater than 0.08
Reg 10.4 b} sump
Subsurface Design Check ListPage 2 -
--- FAIL OK
Leaching Pits
Leaching pits are preferred where the installation is possible
Reg 11.2 a) calculations of leaching area-rd D.1 min 500 sq ft
21.4 b) spacing
11.10 c surface dt�sinage 2�
11.11 cover material
e) I'x2Ix4" splash pad
` f) tee at elbow
g) no bends in pipe from d-box to pipeac
LeFields
Reg 15.1 a no greater than 20 minutes/inch
b area-minimum 900 Bq ft
15.4 c construction of field
15.8 d) surface drainage 2 %
3.7 e) 202 from cellar wall or inground swimming pool
Leaching Trmches
Reg 11.1.1 a) calculations of leaching area-min 500 eq ft
14.3 b) spacing-4 ft min 6 ft with reserve between
X4.4 c) dimensions
14.6 d) construction
14.7 a stone
14.10 f surface drainage 2%
Downhill 8122e
a) slope y x = be shown
b) y/x Z 150 = (to be shown
EMS
Reg 9.1 a) approval
9.6 b) stand-by power
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RL E P S/I N T -T
TO: NORTH ANDOVER, MASS Q C_ 1- -18 19 `?2
BOARD OF HEALTH
FROM: DESIGN ENGINEER Re: Soil Absorption Sewage
System Inspection
This is to certify that I have inspected the construction of the said disposal system at
I-v 7` / Pl-E/4s/9/,./ T .S North Andover, Mass.
SITE LOCATION
The grades and construction are as specified in opy plans and specifications dated
u G- ° 19P0 . Y Nk CEL/N SS,-e/e-fE,S
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