HomeMy WebLinkAboutMiscellaneous - 280 GRAY STREET 4/30/2018 (2)-now
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As -Built Ties
a -c 28' b -c 49'
a -d 33' b -d 44'
a -e 29' b -e 7 V
As -Built Elevations
Inv. out fnd. 188-64'
Inv. in tank 187.92'
Inv. out tank 187-67'
Inv. in d -box 187.38'
Inv. out d -box 18720'
Inv. beg. t-1 186.72'
Inv. beg. t-2 186.72'
Inv. end t- 1 186.72'
Inv. end t-2 186.72'
111,0_1
As -Built Septic Survey
For
Lot 1, Gray Street
199=20'
7/27/05
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RECEIVED
AUG 0 4 2005
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TOWN OF N(�Rj, ANDOVER
HEALTH D��PARTME�Nl
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As -Built Septic Survey
For
Lot 1, Gray Street
199=209
7/27/05
.1
I
As -Built Ties
a -c 28' b -c 49'
a -d 33' b -d 44'
a -e 29' b -e 71'
As -Built Elevations
Inv. out fnd. 188.64'
Inv. in tank 187.92'
Inv. out tank 18-7-67'
Inv. in d -box 187.38'
Inv. out d -box 187.20'
Inv. beg. t -I 186.72'
Inv. beg. t-2 186.72'
Inv. end t-1 186.72'
Inv. end t-2 186-72'
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AUG 0 4 2005
TOWN OF NO� OTH ANDOVER
HEALTH DEPARTMENT
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Tow'n of North Andover
Office of the Health Department
Community Development and Services Division
400 OSGOOD STREET
North Andover, Massachusetts 01845
Susan Y. Sawyer, REHS/ RS
Public Health Director
978.688.9540 - Phone
978.688.8476 - Fax
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As of:
,Ugust 16, 2005
7his is to certify that
the individualsubsurface disposalsystem
Repaired 0 — (Fu((System('_4
by
Craig Waefty
At
Lot 1 Gra'y Street
jrVorthAndover, 94,3 01845
Yfas been instaded in accordance Tvith the provisions of Titfe V of the State Sanitary Code and
u4th the North Andover �BoardofYfeafth regulations.
,The issuance of this certificate shaff not be construed as a guarantee that the system wiff
function satisfacto-rily.
7S
US T Sauyer,
Tubfic Ifeafth Director
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 HEALTH688-9540 PLANNING 688-9535
TOWN OF NORTH ANDOVER SEWAGE DISPOSAL SYSTEM
INSTALLATION CERTIFICATION
The undersigned hereby certify that the Sewage Disposal System ��constructed;
( )repaired;
by
located
was installed in conformance with the North Andover Board of Health approved plan,
System Design Permit # I , plan dated I with a design flow
of - gallons per day. The materials used were in conformance with those specified
on the approved plan; the system was installed in accordance with the provisions of 3 10
CMR 15.000, Title 5 and local regulations,. and the final grading agrees substantially with
the approved plan. All work is accurately represented on the As -built which has been
submitted to the Board'of Health.
Bed,inspection date: /oz
Engineer Representative
Final inspection date:
Installer:
Engineer:
Engineer Representative
Date:
Date:
TOWN OF NORTH ANDOVER T11
Office of COMMUNITY DEVELOPMENT AND SERVICES
0
HEALTH DEPARTMENT 'A
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 0 1845 ....
Susan Y. Sawyer, REHS/RS
Public Health Director
978.688.9540 — Phone
978.688.9542 — FAX
SEPTIC SYSTEM CONSTRUCTION NOTES
ADDRESS: Lot 1 GraV Street MAP: LOT:
INSTALLER: Skip Waelty 978.664.2126
DESIGNER: Joe Serwatka
PLAN DATE: 5/3/05
BOH APPROVAL DATE ON PLAN: 6/6/05
DATE OF BED BOTTOM INSPECTION: 6/22/05
DATE OF FINAL CONSTRUCTION INSPECTION:
DATE OF FINAL GRADE INSPECTION: -ql)l 0 10 S
SELECT SYSTEM TYPE
.__�GRAVITY DISTRIBUTION
PRESSURE DISTRIBUTION
PRESSURE DOSING
HOLDING TANK
ADVANCED TREATMENT
OTHER
COMPONENT SUMMARY FROM PLAN
�GALLON TANK 1500
LOADING OF SEPTIC TANK
GALLON PUMP CHAMBER =
LOADING OF PUMP CHAMBER
TYPE OF SAS
N
L1VJDIME SIONS AND DETAILS OF SAS:— 60x28 - Infiltrator Trenches
SITE CONDITIONS
Comments:
0 Existing septic tank properly abandoned
F-1 Internal plumbing all to one building sewer
11 Topography not appreciably altered
Page I of 4
0 0
TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSAC14USETTS 0 1845.
CFHIU,
Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone
Public Health Director 978.688.9542 — FAX
SEPTIC TANK
Comments:
PUMP CHAMBER
Comments:
FO,Bottom of tank hole has 6" stone base
El Weep hole plugged
[E>,' 1500 gallon tank has been installed
(H-10 or H-20) (monolithic or 2 piece)
El Watertightness of tank has been achieved
(Visual or Vacuum Test or Water held for 24hrs)
Inlet tee installed, under access port
El Outlet tee (gas baffle or effluent filter) installed, under
access port
E] inch cover to within 6" of final grade installed over
one access port, must be over outlet of tank if effluent
filter is present
El Hydraulic cement around inlet & outlet
El Bottom of tank hole has 6" stone base
El Weep hole plugged
gallon Pump Chamber installed
(H-10 or H-20) (monolithic or 2 piece)
El Inlet tee installed, under access port
Pump(s) installed on stable base
Alarm float working
Pump On/Off float working
Drain hole in pressure line
inch cover to within 6" of final grade installed over
one access port
El Water tightness of tank has been achieved
Visual or Vacuum Test or Water held for 24 hrs
El Hydraulic cement around inlet & outlet
Page 2 of 4
0 0
TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES
0
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 0 1845
CHUS
Susan Y. Sawyer, REHS/RS 978.688.9540 — Phone
Public Health Director 978.688.9542 — FAX
D -BOX
Comments:
SOIL ABSORPTION SYSTEM
11u,
Comments:
PRESSURE DISTRIBUTION
El
11
I
Comments:
Installed on stable stone base
Inlet tee (if pumped or >0.08'/foot)
Hydraulic cement around inlet & outlets
Observed even distribution
Speed levelers provided (not required)
Bottom of SAS excavated down to C soil layer, as
provided on plan
Size of SAS excavated as per plan
Title 5 sand installed, if specified on plan
3/4-1 Y2" double washed stone installed
1/8-1/2" (peastone) double washed stone installed
laterals installed and ends connected to header (and
vented if impervious material above)
Orifices @ 5 & 7 o'clock positions
Gravelless disposal systems: type, number and
location as per plan
Elevations of laterals installed as on approved plan
40 Mil HDPE barrier installed
Retaining wall (boulder / concrete / timber/ block)
Final cover as per plan
inch manifold
laterals installed with end sweeps
size:
material:
Squirt test ft in height
Equal distribution to all laterals
orifice size inch as per plan
Page 3 of 4
EO
TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 0 1845 C
Susan Y. Sawyer, REHSiRS 978.688.9540 — Phone
Public Health Director 978.688.9542 — FAX
CONTROLPANEL
El Alarm & Pump are on separate circuits
El Alarm sounds when float is tripped
El Location of control panel:
El Rated for exterior if placed outside
Comments:
SYSTEM ELEVATIONS
Benchmark:
Rod at Benchmark:
Height of Instrument:
INVERT ON DESIGN PLAN ELEV@TOPOFPIPE INVERTELEVATION
Building Sewer OUT
Septic Tank IN
Septic Tank OUT
Pump Chamber IN
Pump Chamber OUT
Distribution Box IN
D -Box OUT Manifold
Lateral 1 HIGH
Lateral 1 LOW
Lateral 2 HIGH
Lateral 2 LOW
Lateral 3 HIGH
Lateral 3 LOW
Lateral 4 HIGH
Lateral 4 LOW
Lateral 5 HIGH
Lateral 5 LOW
Page 4 of 4
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AS -BUILT CBECKLIST
LOT NUMBER, STREET NAME
ASSESSORS MAP & PARCEL NUMBER
LOT LINES & LOCATION OF DWELLINGS
LOCATIONS & DIMENSIONS OF SYSTEM,
INCLUDING RESERVE
TIES TO LOT LINES & DWELLING, WELLS
a. FROM SEPTIC TANK
b. FROM LEACH AREA
LOCATIONS OF DEEP HOLES & PERC
TESTS
ELEVATIONS OF DISPOSAL SYSTEM
TOP OF FDN ELEVATION
LOCATIONS OF WELLS, DRAINS, WATERCOURSES
WITHIN 150' OF SYSTEM
LOCATION OF WATER, GAS, ELECTRIC LINE S, CABLE
DISTANCES FROM CORNERS OF HOUSE TO CENTER OF
TANK & D -BOX
ORIGINAL, STAMP & SIGNATURE
IMPERVIOUS AREAS - DRIVEWAYS, ETC.
NORTH ARROW
LOCATION & ELEVATIONS OF BENCHMARK USED
1�j
-2
co� A,
W
DelleChiaie, Pamela
From: DelleChiaie, Pamela
Sent: Tuesday, August 02, 2005 3:42 PM
To: Serwatka Joe (E-mail)
Subject: Lot 1 Gray Street
Joe,
I think Susan already spoke with you about some missing information on the As Built:
Missing
C. D. E.
No Benchmark
Map & Lot Vs
Your fax number never seems to work, so I have been mailing you the letters, etc. The message says busy/no response.
1610st IRVIVIds,
Health Department Assistant
Town of North Andover
400 Osgood Street
North Andover, MA 01845
978.688-9540 - Phone
978.688.8476 - Fax
http://www.townofnorthandover.com
healthdept@townofnorthandover.com
CHECKLIST FOR NORTH ANDOVER
SEPTIC SYSTEM PLANS
Job
The following is achecklist that incorporates all Title 5 and local regulations for septic plans..
Name of Applicant- e, _,.0 1.
Name of Designer.-
-Date: A�6 ! A� -1 Dateof-Review:
Plan Date� Revision
Property Address: Map: Lot: D
BOH Reviewer:
!!Es- ",_ ; J " � Type of Plart ( "e or upgrade):
Number of Bedrooms:
gpd) Garbage Disposal Allowed:
General Information: N.A. = North Andover Septic Regulations Other numbers refer to Title 5
OK Problem N/A
Street number and map/lot - 220(4)(u)
Maximum scale of I "=40' for plot plan - 220(4).
Maximum scale of I "=20' for profile and component details - 220(4)
Legal boundaries of the facility being served - 220(4)(a)
Names of abutters from recent tax map - NA 8.02j
Number of bedrooms, design calcs., - NA 8.02i
Name & address of record owner & applicant - NA 8.02k
Name & address -of designer - NA 8.021
Holder and location of all easements - 220(4)(b)
Date plan drawn & any revision date.- NA 8.02m
All dwellings and buildings, existing and proposed - 220(4)(c)
Location of all existing or proposed impervious areas - 220(4)(d)
All distances on site plan — NA 8.03a -c
Elevationof proposed driveway - NA 8.02t
Location and elevation of foundation drain - NA 8.02y
Location and dimensions of the system incl. reserve (new const) - 220(4)(e)
Limits of excavation of leach area on site plan - NA 8.02z
Locus plan - 220(4)(t) (Not to scale)
North arrow - 220(4)(g)
Existing and proposed contours - 220(4)(g)
Locations and logs of deep holes - 220(4)(h)
Locations and logs of percolation tests - 220(4)(i)
Date(s) of soil testing - 220(4)(h) & (i) -
Existing grade elevation of each deep hole - 220(4)(h)
Elevation of percolation tests — N.A. 8.02n
Name of approving authority representative - 220(4)(h) & (i)
Name of soil evaluator - 220(4)0)
Soil logs and perc test logs match BOH records
Locations of waterlines, drains, and subsurface utilities - 220(4)(m)
Observed and adjusted g.w. elevation in the vicinity of the system - 220(4)(n)
Complete profile of the system to scale - 220(4)(o), NA 8.02c
Cross section of leaching facility - NA 8.02w (Not to scale)
Location of benchmark(s) within 50-75 feet of facility - 220(4)(q)
Note listing all variance requests with proper citations - 220(4)(p)
Local upgrade approval request form submitted - 403(l)
0
2
Original F-S./P.E. stamp, signature & date - 220(l) & (2)
P.E., discipline specified within stamp. MGL C. 112 s. 8 1 M
sfc. supplies (w/in 400% pub. wells (w/in 250% pvt. wells (w/in 150') - 220(4)(
Location of watercourses, wetlands, wells, etc. w/in 150' of system — NA 8.02r
Wetland disclaimer — NA 8.02s
RLS plan reference & certification required (prop line setbacks) - 220(3)
Plan contains designer's certification statement
Use approvals / standards checked for VA system - DEP docs.,
Perc, -rate >30 WI - not allowed for new, LUA for upgrade - 245(1)&C3)
Pery rate > 60 API- must use modified tight tank or VA technology - 245(4)
-46d' system - 00 (de itions)
opoged system ualifies as "shar .2 fin
_q
Flow is over 2;000 gpd - No KS. allowed - 220(l)
Design:flow was set in accordance with code - 203
Exigting system location and note on proper abandonment - 354
Leaching facility at least I' above Base Flood elevation — NA 9.05
All piping Sch 40 minimum — NA 10.01
Basement floor minimum I' above groundwater elevation — NA 5.04
Foundation drain present with elevation — NA 8.02y
On-site Soil and Groundwater Review
OK Problem N/A
ground elevation el.
acceptable soil el.
Leach facilitv invert el.
ground water el.
refusal el.
bottom of leach facility el.
thickness of acceptable soil
before & after soil R&R
separation to groundwater
separation to refusal
soil class
q�7
Proper deep observation hole logs on plan - 220(4)(h)
All deep holes and percs shown, including aborted tests — NA 8.02n
Soil evaluation forms submitted within 60 days of field work - 0 18(2)
Proper percolation test log - 220(4)(i)
Ample deep observation holes in primary disposal area (minimum 2) - 102(2)
Ample deep observation holes in secondary disposal area (minimum 2) - 102(2)
Ample perc testing (one in each disposal area, 3 in prim. > 2,000 gpd) - 104(4)
Deep hole testing conducted within two years — NA 7.05 14 -
Hole Identification Numbers:
lyr C—
2
M
3
pere rate,
loading rate
septic tayak below g.w. table
(yes or no)
puinp ta�k below g.w. table
(yes or no)
-255(l)
Netbae'k Distances (Given in feet) 15.21
YES NO Is the lot fifth6 Lake,.CochiewickVatershed? NA,&'00
& 5.02
OK Problem N/A
Septic Tank
1Aach Facility
Property line
10
10
Cellar wall
10
20
Inground pool
10
20
Slab foundation
10
10
Deck, on footings, etc.
5
10
Waterline
10
10
Private drinking well
75
100
Irrigation well
75
100
Wetlands
75
100
Public well
400
400
Wetlands bordering surface
150
150
water Supply or trib..
(in Watershed)
Trib. To Surface Water supply
325
325
Reservoirs
400
400
Tributaries to reservoirs
200
200
Drains(wat. supply/trib.)
50
100
Drains (intercept g.w.)
25
50
Foundation drains
10
20
Drains (Other)
5
10
Drywells
20
25
Downhill slope
15'to 3:1 slope
3
0
w/o barrier
Building Sewer
OK Problem N/A
4
Grease trap required for certain uses (check 230 for details)
Pipediameter listed (4" minimum) � 222(l)
Pipe schedule 1 -222(3)
Pipe cast iron or Sch 40 PVC — NA.1 1.02
Pipe laidlon compact, fin base - 222(5) 222(7)@
Pipe laid on continuous grade in straight line
Cleanouts precede all changes in alignment and grade - 222(8)
Cleanout provided every 100 feet - 222(8)
Manhole at any 90 degree alignment change - 222(8)
Invert elevation at building: I i (' (�� "i1
Invert elevation at septic tank: S,
Length of run: 1:>
Slope: I �, (minimum of 0.01 - 0.02 desired) - 222(6)
10' offset to private well or suction line - 222(2)
Septic Tank
OK Problem N/A
Tank is accessible - 228(3)
No structures above tank — (228(3)
Tank can accommodate both primary & reserve — NA 9.04
200% of flow (required & provided given. 1500 min.) - 220(4)(f) & 223)(1)(a)
2-3 " drop from inlet to outlet - 227(5)
-223(2)
Minimwn of 4' liquid depth
3" air space above tees/baffles (minimum) - 227(4)
9"air space above flow line (minimum) - 227(4)
Tees are not to be replaced by baffles - 227(l)
Tees extend 6" above flow line - 227(l)
Inlet tee extends 10" below flow line,(minimum) - 227(6)
Outlet tee extends 14" below flow line �more for deeper tanks) - 227(6)
Gas baffle installed on outlet - 227(4)
Access manhole cover above center of tank & each tee (except 2 compart)
228(2)
3-20" manholes - 228(2)
I childproot 24" riser/manhole w/in 6" of final grade if <I 000gpd- 228(2)
Inlet and outlet tees on center line - 227(l)
Soil compaction below tank specified (if soil is non-native) - 221(2)
6" of <=3/4,,stone beneath tank specified - 221(2) & 22 8(l)
if > 1,000 gpd AND not a single fam. dwell. must be 2 tks or 2 comp. - 223(l)(b)
If plan specifies disposal must be 2 tanks in series or 2 compart. tank - 223(l)(c)
Buoyancy calcs. required if tank at or below water table - 221(8)
Tank is watertight - 221 (1)
9" of cover over tank (minimum) - 228(l)
H_ 10 loading (min.) - H-20 if traffic - 226(3)
—36" below grade - 221(7)
Top of tank <
All pumping to tank (if applies) in accordance with - 229
T -ank is -set to keep old system in service during install if possible
Tight Tan (Check here if not present:
OK Problem N/A
500%of de:sip''flow"04 N00 gallons provided — 260(2)(a)
3- 20" manholes '21 -8(2y' -
f ve) —221(2)
Soil compactio&below tank- sp' 'ecifi6d (i � soi non-
6",of <--3 /4- st&ie-beu�atft
ifi6,d—i224(!2)-'&228(l)
43�i��ancy`cal6g' R64ifir6dif tahk at br- below i��ie�� table — 221(8)
Tank is-*atertight — 22 1 (1)
9" of coverover tank specified (minimum) — 228(l)
H- 10 loading (min.) — H-20 if traffic — 226(3)
Top of tank <= 36" below grade — 221(7)
All pumping to tank (if applies) in accordance with — 229
AN alarm set at 3/5 tank capacity — 260(2)(c)
Min. 1-24" frame w/cover at finished grade — 228(2)(t)
Year round access for pumping — 228(2)(g)
Distribution Bo (Check here if not present:
011,' Problem N/A
Inlet elevation:
7
Outlet elevation:
0. 17' drop from inlet to outlet,(minimum) - 232(3)(b)
6" sump (minimum) - �32(3)(e)
All outlets at,same elevation - 232(3)(b)
Outlet pipes laid level for first 2 ft. - 232(3
1)(C)
Pipe Sch 40 - NA 10.01,
Number of outlets: i --w
Number of laterals:
Size of outlets -
Inlet e)tee min.. I " over Outlet invert for all d -boxes - 232(3)(a),
Soil compa, . ction below distr"on, . box . specified (if soil is non-native) - 221(2)
6" of stone beneath distribution box specified - 221(2)
Box is watertight - 221 (1)
Top of box <=36" below grade - 221(7)
Buoyancy calculations required if box is at or below water table - 221(8)
Pump Chamber (Check here if not present:
OK Problem N/A
Volume specified: .220(4)(r)
Pump on elevation- 220(4)(r)
Pump off elevation: 220(4)(r)
Alarm on elevation: 220(4)(r)
Number of cycles per day - 220(4)(r) (also 254(l)(d) if gravity from d -box)
Minimum 2" delivery line to d -box ifgravity - 254(l)( c)
Pressure dosed Lf if flow >= 2,000 gpd - 254(l)(a) & 254(2)(a)
Cycles per day is consistent with chamber volume - 23 1
Volume calculations include flowback volume - 2) 1(2)
M
6
24,hour storage capacity above pump on elevation - 231(2)
Number of pumps: 2 if system serves >2 dwelling units - 231(6)
Capacity, of pump(s) - gpm @ TDH - 220(4)(r)
Pump can,pass 1 1/4 "solids (minimum) - 231(7)
Purnp con&ol's specified - 220(4)(r)
Alarm equipmeiit specified - 231(2)
Alarm is in bui�ling and powered on separate circuit from pump - 2') 1(9)
Pump.se \riect (off -lead on -lag qq-alan-n on) - 231(8)
quence co. , ,
N
Pump performance curves included - 22O(4Xr)
w#ch - �NA 12401
M, perating, s J
�C valyg;-bleederho.fe �ZNA
childproqA 24" riserr/Matihole to,final
I i grade �2.311(5),
.
Soil compaction beneath pump,chamber specified (if soil is non-native) - 221(2)
6"of <--3/4"stone beneath chmb�.,-§pecified - 221(2) & 228(l),
Buoyancy calculations if chamber i I s-Lat or below water table - 221(8)@
9" of coveroverchamber (minirnum�':, 228(t)
H- 10 loading (min.) - H-20 if traffic - 226C)),
Chamber is watertight - 221 (1)
Top of chamber <=36" below grade - 221(7)
Leaching
Facility (general - complete for all designs)
OK Problem N/A
50% larger if garbage disposal - 240(4)
Trenches to be used whenever possible - 240(6)
No vehicle or imperv. area above l.f. unless unavoidable - 240(7); NA 13.02
Vented if under impervious cover - 241 (1)
Vented through same pipes as distribution system - 241 (1)(a)
Vent protected from precipitation/animal entry - 241 (1)(b)
Vent is, placed beyond traffic or impervious area - 24 1 (1)(c)
All lines connected to vent if bed or trenches - 241(l)(d)
9" cover over peastone - 240(9)
Reserve area provided (new construction) - 248(l)
Reserve 4' fromprimary leach area — NA 9.04
4' (5' if pere rate <�--2 NIPI) separation to g.w. - 212(a) & (b)
4' (down to,2' with variance or I/A - upgrades only) of natural soil under 11
GW separation is adjusted to, highest existing grade if facility cuts into a hillside
Pipe slope minimum of 0.005 - 251(9)
Require 5'removal and replacement if in fill - 255(5)
Top of leach facility <= 36" below grade - 221(7)
Final grade over 11 minimum 0.02 ft/ft -240(l 0)
Surface & subsurface drainage away from 11. - 240(l 1) & 245(5)
Minimum design flow 440 gpd without deed restriction — NA 13.01
3:1 slope where grading required - 255(2)
Toe of fill slope stops 5' from property line or swale installed - 255(2)
Impermeable barrier if < 3:1 slope or < 15 feet to —3: Islope - 255(2)
k--- Impermeable barrier/retaining wall poured concrete — NA 9.02
Retaining wall stamped by P.E. - 255(2)(b)
Top of retaining wall >= top of peastone elevation - 255(2)(f)
I O'offset from edge of leach facility to edge of ret. wall - 255(2)(g)
Perc test(s) done in most restrictive layer - 104(2)
Perc test 4' below leaching elevation — NA 7.06
Design flow listed and required/provided leach area given - 220(4)(f)
Leach pipes SCH40 PVC — NA 10.01
Leach pipes minimum 4" diameter except for dosed system — NA 14.04
M
0 0
Leach lines capped, vented, or connected together - 251(9)
Pressure dosing guidance followed if pressure distribution - 254(2)(c
Pressure dosing required over 2,000 gpd or with I/A remedial use - 23 l(l)
Leaching Trenches (Check here if not present:
OK Problem N/A
Number of -trenches:
Minimum'. df,2 -.NA,—,9,.O 1(2)
247(l)
'Width of trench6,(Z,niin.�V-maJL)-- :':I�O -5 251 �(I)(b)
ftr 'h '00
Len Ali- o enc &( 1, , �,ifiax.. .5.45 -25 1 (1)(a)
Trenches are -ve nted (when > 5 251 -(11)
Trenches follow contour lines - 251(2)
Trench spacing 3 times effective width or depth minimum- 251 (lXd)
In fill or reserve between trenches, 10' min. - NA 14.01& 14.03
Available leach area given (Min. 500 s.f) - NA 9.01(2)
Bottom=L x W x # 7- s.f
Sidewall=L xD x# -Z— x2= s.f
Effective leach -area given
Loading factor:
Effective area = total area 1. s.f x LTAR g/day
Effective area is >-- design flov�of —facifity being serw�i-
2"of 1/8% 1/2" 2x washed peastone.- 247(2)
Trench depth of 3/4" to 1 1/2" double washed stone - 247(l)
Leaching, Pits (Check here if not present:
OK Problem N/A
# of pits/pit systems: _ (dosing chamber if >1, 231 (1))
Dimensions of each pit or system: L W D
Depth of pits (max eff. 2): - 253(l)(a)
Available leach area given
Bottom = L x W x # of systems s.f
Sidewall = L + W x D x 2 x # of systems s.f
Total area = bottom + sidewall s.f
Effective leach area given
Loading factor:
Effective area = total area s.f x LTAR
____.g/day
Effective area is >-- design flow of facility being served
Nfinimum of 2 pits at least 13'XI 6' - NA 9.01(3)
'Distribution for galleries/chmbrs. in trench config. - pipe every 20'- 253(6)
Distribution for galleries/chmbrs. in bed config.-ea.pipe serves <-- 40 s.f -253(6)
Spacing - 2 times the effective width or depth (the greater) - 253(l)(c)
2"of 1/8"- 1 /2" 2x washed peastone.- 247(2)
3/4" to 1 1/2" double washed stone - 247(l)
Each pit has at least one 20" access cover. 24" Cl to grade over 2,000 gpd
-253(3)
Surrounding aggregate thickness between I' (min.) and 4' (max.) - 253(l)(b)
Vents, if necessary, extend under covers of pit(s) - 241 (e)
Leach Fields (Check here if not present:
OK Problem N/A
Number of fields: (need dosing chamber if > 11 231 (1))
Length (100'max.): - 252 (2)(b)
Width:
Total area: L x W s. f
Minimum 900 square feet - NA 9.01(l)
Distribution lines connected with solid pipe — NA 15.01
Effective leach area given
Loading factor:
Effective area = total area s.fxLTAR
g/dav
Effective area is >=� design,flo�y.pf *ilitybeing served
MjAimutnof two distribution, lines, 2.52(2).(a)
V line sep4ration( 252 _'(d
4'iiiAkimum separation-ft9m edge;of field to line - 252(2)(e)
10'minimum -separation between adjacent leach fields - 252(2)(t)
Between 6" and 12" of 3/4 - 1 1/2" stone beneath field - 252(2)(g) & 247(2)
2"of 1/8"- 1/2" 2x washed peastone, 247(2)
Final Grading
OK Problem N/A
Slope over leach area minimum of 0.02 feet/foot — 240(10)
Grading shall divert drainage away from leach area — 240(11)
Grading slopes away from dwelling
5/24/01
8
8
Commonwealth of Massachusetts Map -Block -Lot
107.D- -0010
-0
0 Ok Board of Health Permit No
BHP -2005-0155
North Andover
P.I. FEE
$2 50 .00
Disposal Works Construction Permit
Permission is hereby granted Crai ,WaeltY
-g ------ ---- --- -------------
to (Construct) an Individual Sewage Disposal System.
at No LOT I GRAY STREET
"d J'J' e 10, 2005
as shown on the application for Disposal Works Construction Permit No. B -HP -2,005-015 ted"�,I_ "
..... ...... ....
Issued On: Jun -10-2005 Board of Health
14 r
TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 0 1845
CHU
978.688.9540 — Phone
Susan Y. Sawyer, REHSIRS 978.688.9542 — FAX
Public Health Director healthdept@townofnorthandover.com - e-mail
www.townofnorthandover.com - website
APPLICATION FOR DISPOSAL WORKS CONSTRUCTION PERMIT
DATE: 6 fz Itpil 6,5
LOCATION: L>T
LICENSED INSTALLER NAME: cokpm�_> w b_4q6;'Z_A1
PLEASE PRINT /
SIGNATURE:
� CHECK ONE:
FULL SYSTEM REPAIR:
COMPONENT REPAIR (indicate what parts):
TELEPHONE#
• NEW CONSTRUCTION:
-!CONSTRUCTION, please attach the Foundation As -Built Plan.
• If NE��;
$250.00 or $125 Fee Attached? Yes No
Project Manager Obligation From Attached? Yes- . t_� No
Foundation As -Built? Yes C1__*1 No
Floor Plans? Yes___L� No
Approval of Health Agent,,
Date:
($250)
($125)
(D
01
INSTALLER PROJECT MANAGEMENT OBLIGATIONS
As the North Andover licensed installer for the construction of the septic system for the
propertyat —relative to the application
of-tVA6�1-T —dated (a Z /0 16,:5� for plans by 4S�147'1<A and
dated !Y with revisions dated!j/346 �4
7
I understand the following obligations for management of this project:
I . As the installer I am obligated to obtain all permits and Board of Health approved plans prior
to performing any work on a site. I must have the approved plans and the permit on site
when any work is being done.
2. As the installer I must call for any and all inspections. If homeowner, contractor, project
manger, or any other person not associated with my company schedules an inspection and the
system is not ready then item three shall be applicable.
3. As the installer I am required to have the necqssary work completed prior to the applicable
inspections as indicated below. I understand that requesting an inspection, without
completion of the items in accordance with Tile 5 and the Board of Health Regulations may
result in a $50.00 fine being levied against my company.
a) Bottom of Bed - generally first inspection unless there is a retaining wall which should be done
first. Installer must request the inspection but does not have to be present.
b) Final inspection - Engineer must first do their inspection for elevations, ties, etc. As -built or
verbal OK from engineer must be submitted to Board of Health, after which installer calls for
inspection time. Installer must be present for this inspection. With pump system all electrical
work must be ready and able to cause pump to work and alarm to function.
c) Final Grade - Installer must request inspection when all grading is complete. Does not have to be
on site.
4. As the installer I understand that only I may perform the work (other than simple excavation)
required to complete the installation of the system identified in the attached application for
installation. I further understand that work by others unlicensed to install septic systems in
North Andover can constitute reasons for denial of the system, and/or revocation or
suspension of my license to operate in the Town of North Andover; significant fines to all
persons involved are also possible.
5. As the Installer I understand that I must be on site during the performance of the following
construction. steps:
a) Determination that the proper elevation of the excavation has been reached.
b) Inspection of the sand and stone to be used.
c) Final inspection by Board of Health staff or consultant.
d) Installation of tank, D -box, pipes, stone, vent, pump chamber, retaining wall and other
components.
6. As the installer I understand that I am solely responsible for the installation of the system as
per the approved plans. No instructions by the homeowner, general contractor, or any other
persons shall absolve me of this obligation.
Undersigned Licensed Sep, ler
L2 _Z4 Date: "'e 110,105—
Disposal Works Construction Permit #
DelleChiaie, Pamela
From: Sawyer, Susan
Sent: Monday, July 18, 2005 2:13 PM
To: DelleChiaie, Pame
(E-mail)'
Cc: Grant, Michel � Daniel Ottenheimer mail)'; 'McBrearty Andrew (E-mail)'
Subject: 350 Holt R
I spoke with Lisa just now. She said Jim Kellett called Mill River directly this morning at 8:OOAM, but she waited for
confirmation from the Health Dept that they were ok to inspect and said she received it via email. I think Jim caused some
confusion and I will speak with him. He can not call MR before we hear from the Engineer, and we let you all know to go
ahead... it just confuses things.
I told Lisa to keep the 8AM appointment for 350 Holt Road. Also, Lisa can schedule Lot 1 Gray. Andy, please note that the
sieve analysis for the sand in the lot 1 has not come back. We hear it is coming in the AM. So, you can check for
elevations, but if is comes out bad, Waelty may be pulling it out.
Thanks for clearing this all up.
Susan
----- Original Message -----
From: DelleChiaie, Pamela
Sent: Monday, July 18, 2005 1:32 PM
To: Daniel Ottenheimer (E-mail); Lisa LeVasseur (E-mail); McBrearty Andrew (E-mail)
Cc: Sawyer, Susan; Grant, Michele
Subject: FW: Final Inspection Requests - 350 Holt Road & Lot 1 Gray Street
Importance: High
Hi Dan,
Please take care of conducting the Lot 1 Gray Street Final, and Susan will do 350 Holt Road. Thank you.
----- Original Message -----
From: DelleChiaie, Pamela
Sent: Friday, July 15, 2005 2:17 PM
To: Sawyer, Susan
Cc: Grant, Michele
Subject: Final Inspection Requests - 350 Holt Road & Lot 1 Gray Street
Importance: High
Hello,
Joe Serwatka was by earlier, and requested that the above be scheduled for Final Inspections. Susan, I know you
wanted to try and do this final on Monday? What about Gray Street? Please let me know, and I'll schedule on the
calendar, or let Dan know if you can't do.
Thanks!
<< OLE Object: Microsoft Clip Gallery >>
90W RIOPOAds,
AR4141004 A910001040,41410
Health Department Assistant
Town of North Andover
400 Osgood Street
North Andover, MA o1845
978.688-9540 - Phone
978.688.8476 - Fax
http://wWw.townofnorthandover.com
healthdept@townofnorthandover.com
CITOWN OF NOR . TH ANDOVER '<D
Office of COMMUNITYP'�' - "'I'LOPMENT AND SERV"ICES
HEALTH OEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 01845 C64
Susan Y. Sawver 978.688.9540 - Phone
Public Health Director 978.688.9542 - FAX
July 27, 2005
Litchfield Company
26 Ray Avenue
Burlington, MA 0 1803
RE: Subsurface Sewage Disposal System Plan for Lot I Gray Street, Map 107D, subdivision of Parcel 10,
North Andover, Massachusetts
Dear Sirs,
This correspondence is in regards to the ongoing septic installation for the new dwelling known as Lot I Gray
Street. On July 19, 2005 you received a letter regarding the Title V septic sand that was being used fbr the lot
listed above. The letter stated that a test conducted by the N. Andover health department failed to meet Title V
specifications. On July 20'h Miller Engineering of Manchester, NH obtained three samples of sand for testing.
Rather than the samples being tested as a single composite test, multiple.tests were performed- The results of the
three separate tests were: one Wing and two passing.
When the three tests are averaged, as a composite sample would have been, the average lies just within the
acceptable range. For this reason, the Health Department has the ability to determine that this sand may remain in
place. Please be advised that Tide V sand specifications are set in the best interest for the site. The North Andover
Health Department is dedicated to the health of the community. Site evaluations are often subjective in nature as
they rely on observation and experience. Clearly, this sand that had been sent from Pitcherville sand pit was of less
quality than is usually viewed in this town. Though the Health Department has concluded that this sand will not be
removed, we have provided you with valuable information. As was stated in our meeting with your representatives
last week, if after reviewing the information, if you choose to remove this sand, please let this office know so that
we may inspect the quality of the replacement sand.
Thank you for your cooperation in this matter. Your effort to provide a properly functioning septic system fbr your
dwelling is greatly appreciated. The Health Depaxt--t —h -I at Q7R.ARR-QI;An xvith onu tma&tonS you
might have. -/:x -Y-S
/Sincere
nc
usan Y. Sawyer, REHS/RS
Public Health Director I -D,
cc: Craig Waelty, Waelty Construction
Joe Serwatka, Engineer
Joseph J. Serwatka, P.E.
Post Office Box 1016
North Andover, MA
978-683-6595
May 6, 2005
Susan Sawyer, Director
North Andover Health Department
400 Osgood Street
North Andover, MA 01845
Re: Lot I
Gray Street
WEtEIVED
MAY 1 0 2005
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
Dear Ms. Sawyer:
Attached please find copies of previously approved septic system design for lot I
on Gray Street. The plan -has been -modified slightly toinclude -5 bedrooms, rather than
the previously approved 4 bedroom designs. This was done to account for the possibility
that the homeowner may finish the basement in the future -We have used the high
capacity Infiltrators, given that clean stone is difficult to obtain these days. No other
significant -changes were made to the plans. We trust that these minor changes will
constitute insignificant changes that can be reviewed and approved in-house. Please let
me know if a review fee will be required, and it will be provided.
Si
Should you
J. Se-i*vKtka, P.E.
Cd: Gary Litchfield
any question concerning this letter, please contact me.
IL
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TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVEI;� MASSACHUSETTS 01845 CHU
Susan Y. Sawyer 978,688,9540 — Phone
Public Health Director 978.688.9542 — FAX
June 6, 2005
Litchfield Company
126 Cambridge Street
Burlington, MA 01803
RE: Subsurface Sewage Disposal System Plan for Lot I Gray Street, Map 107D, subdivision of Parcel 6, North
Andover, Nfassachusetts
Dear Property Owner,
The North Andover Board of Health has completed the review of the septic system design plans, for the above
referenced property. These plans dated April 10, 2004, final revision date of May 3, 2005, have been approved for
a five (5) bedroom, maximum I I -room home.
As stated in the previous approval, the design has been approved for use in the construction of a new onsite septic
system. This approval is valid for three years from the date of this letter and during this time a licensed septic
system installer must obtain a permit and complete this work, and a Certificate of Compliance must be endorsed by
the installer, designer and the Town of North Andover. Please note the condition #2 below.
This approval is subject to the following conditions:
1. If site conditions are found in the field to be different from those indicated on the design plan and/or
soil evaluation, the originally issued Disposal System Construction Permit is void, installation shall
stop, and the applicant shall reapply for a new Disposal Systems Construction Permit (3 10 CMR
15.020(l)).
2. The plan shows a basement elevation of 184.5, however an elevation of 186 is the final proposed
contour line adjacent to the driveway. The final grade to ensure breakout at this point must
maintain a 15 feet distance from the leaching system break out point and a 3:1 slope after the 15
feet. A wall may need to be installed at this point Due to this concern, the health department is
requesting that rmal grade elevations be shown on the As-Buik plan to ensure compliance to the
state code.
3. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system
installer or other representative to ensure that all other state and municipal reqmvements are met
These may include review by the Conservation Commission, Zoning Board, Planning Board,
Building Inspector Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal
System Construction Permit shall not construe and/or imply compliance with any of the
aforementioned requirements.
The Health Department may be reached at 978-688-9540 with any questions you might have.
1'."ZSince
S S
Y. Sawyer, REHS
Public Health Director
cc: Joe Serwadia, P.E.
0
C U
TOWN OF NORTH ANDOVER ORTN
"" ' 6.
Office of COMMUNITY DEVELOPMENT AND SERVICES
so
HEALTH DEPARTMENT
27 CHARLES STREET 44
NORTH ANDOVER, MASSACHUSETTS 0 1845 C
Susan Y. Sawyer 978.688.9540 — Phone
Public Health Director 978.688.9542 — FAX
October 5, 2004
Joe Serwatka, P.E.
PO Box 1016
North Andover, MA 0 1845
RE: Subsurface Sewage Disposal System Plan for
Lot I Gray Street, May 107D, subdivision of Parcel 10, North Andover,
Massachusetts
Dear Mr. Serwatka,
S 3113
The North Andover Board of Health has completed the review of the septic system design plans,
for the above referenced property, submitted by you on behalf of your clients, the property owner
Stella Realty Trust and the Litchfield Company, Inc. as the applicant. This plan was last revised
9/10/04 and received at this office on 9/22/04.
The design has been approved for use in the construction of a new onsite septic system. This
approval is valid for three years from the date of this letter and during this time a licensed septic
system installer must obtain a permit and complete this work, and a Certificate of Compliance
must be endorsed by the installer, designer and the Town of North Andover.
This approval is subject to the following conditions:
I . Title V regulation section 102C — requires 2 deep hole observation tests in the
primary and secondary disposal areas. Lot 2 primary and secondary areas only have 2
deep hole tests, both on the north side. According to agreements between the BOH
representative and the engineer, the onsite decision was made to reduce the required
number of tests for each system. In this case, due to the lack of soil information on the
south side of the system, this plan approval conditions that upon construction, if the
BOH inspector finds that soil conditions vary within the boundary of the system,
he/she may require a confirming test hole prior to allowing the installer to move
forward with the system construction.
2. The issuance of the disposal works construction permit is contingent upon the receipt
of a foundation as -built of the dwelling. The as -built must be in a scale of I" = 20'.
3. If site conditions are found in the field to be different from those indicated on the
design plan and/or soil evaluation, the originally issued Disposal System Construction
Permit is void, installation shall stop, and the applicant shall reapply for a new
Disposal Systems Construction Permit (3 10 CMR 15.020(l)).
C, 01
4. It is the responsibility of the applicant and/or the applicant's septic system designer,
septic system installer or other representative to ensure that all other state and
municipal requirements are met. These may include review by the Conservation
Commission, Zoning Board, Planning Board, Building Inspector, Plumbing Inspector
and/or Electrical Inspector. The issuance of a Disposal System Construction Permit
shall not construe and/or imply compliance with any of the aforementioned
requirements.
5. According to the North Andover Assessor's Department records this parcel's
subdivision has not been finalized. The assessor records still show the parcel, Map
107D, subdivision of Parcel 10 as a single unit. Your plan references the registration
of the subdivision with the registry of deeds but does not list the book and page. Prior
to being allowed to build on this property the final map and parcel information must
be complete. Please contact the town assessor's office if you have any questions on
how to proceed towards this end. Once parcel designati ' ons have been made, please
provide the health office with the new parcel number in relation to he lots.
Your effort to provide a properly functioning septic system for your dwelling is greatly
appreciated. The Health Department may be reached at 978-688-9540 with any questions you
might have.
FUNIC Hewn Director
cc: Mary Stella Realty Trust
Litchfield Company, Inc.
10WTNOF ORTHANDOVER ItORTP-1
Office of COMMUNITY DEVELOPMENT AND SERVICES %
HEALTH DEPARTMENT
27 CHARLES STREET
NORTH ANDOVER, MASSACHUSETTS 0 1845
Susan Y. Sawyer, REHS/RS
Public Health Director
August 27, 2004
Joseph J Serwatka, P.E.
P. 0. Box 1016
North Andover, MA 0 1845
RE: Lot I Gray Street, North Andover, MA
Dear Mr. Serwatka,
978-688.9540 — Phone
978.688.9542 — FAX
The proposed septic system design plans for the above site dated April -10, 2002, revised August
16, 2004 and received on August 17, 2004 has been reviewed. Unfortunately, they cannot be
approved until the following items- are corrected. Each item is followed by the specific section in
Title 5: 3 10 CMR 15.000, or North Andover regulations, which is not met by this design.
1. The leach trenches are not vented as is required when a trench is over 50 feet in length.
2. Please clearly mark the layers of soil in the soil logs; A, B, C to provide the installer with
complete information
As a point of information, on page 2, the plan notes very specific information regarding
maintenance of the entrances: stone, swales etc. under Maintenance and Construction
speciji'cations. Is it your intention that each installer be responsible for these items? If this was
not, please remove the items.
Please feel free to contact the office with any questions you may have. We look forward to
working with you to obtain a septic system that will be in compliance with all regulations and
assure protection of public. health and the environment of North Andover.
Sincerely,
Susan Y. Sawyer, REHS/RS
Public Health Director
cc: Owner
Applicant
File
TOWN OF NORTH ANDOVER Th
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT 400-
27 CHARLES STREET
NORTH ANDOVER, MASSACHUSETTS 0 1845 CHU!,
Susan Y. Sawyer, REHS/RS
Public Health Director
May 17,2004
Joseph J Serwatka, P.E.
P. 0. Box 1016
North Andover, MA 0 1845
RE: Lot I Gray Street, North Andover, MA
Dear Mr. Serwatka,
978.688.9540 — Phone
978.688.9542 — FAX
The proposed septic system design plans for the above site dated April 13, 2004 and received on
April 23, 2004 have not been fully reviewed because of some major design issues. The following
items are in need of attention prior to a full review:
No site plan is provided as required by state and local code.
Please feel free to contact the office with any questions you may have. We look forward to
working with you to obtain a septic system which will be in compliance with all regulations and
assure protection of public health and the environment of North Andover.
ZSincer y,
a't 7S
L/
us , Y. Sawyer, REHSIR
Public Health Director
cc: Owner
Applicant
File
TOWN OF NORTH ANDOVER ORTH
Office of COMMUNITY DEVELOPMENT AND SERVICES
0
'A
HEALTH DEPARTMENT
27 CHARLES STREET
NORTH ANDOVER, MASSACHUSETTS 01845 C U
Susan Y. Sawyer, REHS/RS
Public Health Director
May 17, 2004
Joseph J Serwatka, P.E.
P. 0. Box 1016 �
North Andover� MA 0 1845
RE: Loto, 4,6,7,8 &9 Gray Street, North Andover, MA
Dear Mr. Serwatka,
978.688.9540 — Phone
9718.688.9542 — FAX
The proposed septic system design plans for the above sites dated April, 2004 have been assessed
but not fully reviewed because of some major design issues. The following items are in need of
attention on a variety of the plans prior to a full review:
I . No site plan is provided as required by state and local code.
2. The provided leaching area is insufficient.
3. The location of the Soil Absorption System (SAS) must incorporate the locations of
the test pits. Additionally, it is required (3 10 CMR 15.102(2)) that a minimum of 2
deep observation holes and one percolation test be perfo I nned at every proposed
disposal area.
4. Percolation test locations are not shown.
5. Distances from Septic Tank and SAS to dwelling and property lines must be shown.
6. It appears that these designs have not incorporated a number of North A��over Board
of Health standards.
7. Given your proximity to several wetland areas, please provide the name of the- person
who delineated the wetlands and the date the delineation was performed.
Additionally, please provide the North Andover Conservation Commission's
confirmation of this data.
Please feel free to contact the office with any questions you may have. We look forward to
working with you to obtain septic system designs which will be in compliance with all
regulations and assure protection of public health and the environment of North Andover.
Sincerel
san Y. Sawyer, REH
s S;�
Public Health Director
Town of North Andover
TOVI'-% 00 NOR!i4 M66 ft'
HEALTH DEPARTMENT EALTH
27 Charles Street
North Andover, MA 01845 APR 2 3
978.688.9540
healthdepajownot�orthandover. com
SEPTIC PLAN SUBMITTAL FORM
DATE OF SUBMISSION:
SITE LOCATION: 6 0,-,-r7-- - Lnt- /
ENGINEER:
NEW PLANS: YES__�< $225.00/Plan - Check #: 95;��7-
(Includes 16�7EwPLA"4) and one Re -Review Only)
REVISED PLANS: YES $ 75.00/Plan Check #:
SITE EVALUATION FORMS INCLUDED: NO
LOCAL UPGRADE FORM INCLUDED: YES NO
Telephone#: Fax#:
E-mail: 61We4-5-7_, 0�5�
HOMEOWNERNAME: 19, -re L -L-A 94;ty,
OFFICE USE 0AL Y
9%en the submission is complete (including check):
Date stamp plans and letter
2. Com
- plete and attach Receipt
3. 0 File; Forward to Consultant
4. Enter on Log Sheet and Database
FORM IOSOIL', EVALUATOR FOR.%j I
age 2 Uf 3
Parent Miterial (geojogicl 10-V �—Wool—f 1-74 > 7 7 'IV
Depthto Groundwater: Slanding WSterinthe Hole- -77
Weeping frorn ft Face: 'ov 9 -1� Aff-
Estirnated Seasonal High Ground Wte,: +
L-- 0 0 ANd A'A�
EX'e,q VA -ro
DEP APPXO,*-IM FORM 12W19S
Location Address or Lot p4o.
A /'/v 0
On-site Review
Deep Hole Number 17L
-Th5-110 Z-
Date: Time: Weather R)' V
n
Location (identify on site plan)
Land Use . A41 0 0 0 -5
Slope Surface Stones POU -11
vi-getation
Landform
Position on landscape (sketch on the back)
Pistances from:
Open Water Bo'd'y
feet Dr ainage way feet
Possible Wet Area
feet Property Line feet
Drinking Wate*r Well
feet 'Other
DEEP OBSERVATION HOLE LOG
Depth from Soil Horizon
Surface linches)
Soil Texture Soil Color Soil
JUSDA) Mumell) Other
#Aonkng fStructure. Stones. flouAders. Consiste ncy. 1
Giaven 1
0
r
2-
E3
.1
7, -IXitl
3M 1110UMW
A I tVLMY FRUFUSki) DIS
Parent Miterial (geojogicl 10-V �—Wool—f 1-74 > 7 7 'IV
Depthto Groundwater: Slanding WSterinthe Hole- -77
Weeping frorn ft Face: 'ov 9 -1� Aff-
Estirnated Seasonal High Ground Wte,: +
L-- 0 0 ANd A'A�
EX'e,q VA -ro
DEP APPXO,*-IM FORM 12W19S
FORM d 0 L EVALUATOR F'
OR.M
2 or 3
Local ion Address or Lot j -4o. I ' 65; �r_ A- Y 1 7"
jo 13 vo. 17 7 0 /0 7 A�
On-site Review
Deep Hole Number /-2- Date: 5-10 1—. Time: Weather ff,�'V f 4 6',��
Location (identify on site plan)
Land Use 44,,' 0 0 V 5
SlopeM Surface Stones
V66etation
Landform
Position.on landscape (sketch on the back)
Distances from:
Open Water Body feet: Drainage way feet
Possible Wet Area — feet Pro,perty Line feet
Drinking Water Well feet 'Other
-70 ^Y
DEEP OBSERVATION HDLE LOG
Depth from
Surface linches)
Soil Horizon
Soil Texture
fUSDA)
So . 11 Color
tMunsell)
SON
Mottling
Other
fStrUcture. Stones. ijoUjd&rsL Consistency. %
Graven
V /Pyr zr L
"t 514-
T(74!
Z
Parent Material (geologic) at/ 7 -0v -4-.T Ir 0wpChW8*dr%x*: >
Depth to Groundwaler. Standing Water in the Hole: Weeping hown Pit Face: /Al 62
Estirnated Seasonal High Ground Wtw.
0611,
"v
E Xe A VA -ro jr;_' "'vJv7W-v r-
JXF APPJtO'*7M FORM - UM735
FORM 12 - PERCOLATION TEST
Location Address or Lot No.
-3T
0,74
COMMONWEALTH OF MASSACHUSETTS
Massachusetts
Percolation Test*
Date.-Time:.......-....,
-Observation Hole #
Depth of Perc
Start Pre. -soak
1: 4 LJ
.End Pre-soak
x opreU CO 0 T_
0 r --
Time at 12"
�r TZ7 p,
Time at 9"
Time at 611
Time (9"-6")
Rate Min./inch
Minimum of 1 percoiation te
st must be -performed in both the primary area AND
reserve area.
Site Passed 1:1 Site Failed
. ..................................................................................................................................... . ...... . ...... -
Performed By:
Witnessed By: l< P %t) 0 0
Comments: . .........................
DEP APPROVED FORM - 12/07/95
FORM 12 -PERCOLATION TEST
Location Address or. -Lot No. Lol
J05 NQ. 1-7 -7 0 zo 7k�
COMMONWEALTH, OF MASSACHUSETTS
N 0 rZT/-q AO D 0 va R Massachusetts
Percolation Test*
Date: ....... 5... 2- Time':, P -Pk l
'Observation Hole #
Depth of Perc
34
-L-U-F
1510"
Start Pre-soak
1; 27
P 4A
End Pre-soak
I;LM PM
Time at 12"
z PM
Time at 9
VIA
00
Time at'6"
Z; ocl
Time (9"-611)
Rate Min./inch
3
Minimum of 1 percolation test must be per formed in both the primary area AND
reserve area.
Site Passed 21 Site Failed 0
.............................................................................................. ...........
Performed By: JL)&
Witnessed BY: V-- F \Aj
Comments:
DEP APPROVED FORM - 12107/9S
0 (t
Town of North Andover
HEALTH DEPARTMENT
27 Charles Street
North Andover, MA 01845
978.688.9540
healthde ayownotnorthandover.com
pC
RECEIVED
AUG 17 2004
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
SEPTIC PLAN SUBMITTAL FORM
DATE OF SUBMISSION:
SITE LOCA'.
ENGINEER:
NEW PLANS: YES $225.00/Plan Chffk#hw-��
(Includes IsONEWP
REVISED PLANS: YES t,"� I C �74 ft I
S 75.00/Plan Check #:
SITE EVALUATION FORMS INCLUDED: YES NO
LOCAL UPGRADE FORM INCLUDED: YES NO
Telephone #: Fax'#:- 5-cfi-��
E-mait
HOMEOWNERNAME:
OFFICE USE QNL Y
When the submission is complete (including check):
1. Date stamp plans and letter
2. Complete and attack Receipt
3. Copy File; Forward to Consultant
Enter on Log Sheet and Database
Page I of I
DelleChiaie, Pamela
From: Dan Oftenheimer [info@milldverconsulting.com]
Sent: Monday, May 17, 2004 2:17 PM
To: Susan Sawyer; amcbrearty@millriverconsulting.com; 'Pamela Dellechiaie'
Subject: Gray Street
Sue and Pam,
Here are plan reviews for three of the proposed sites on Gray Street. All have major design shortcomings which
are typical of the other plans submitted too. It does not seem prudent to give them a breakdown of all items in
need of attention when they need to undertake some major issues such as performing additional deep hole and
percolation testing, and designing the sas to the correct size. You may, therefore, wish to send the letter
describing major shortcomings instead of the separate letters for each parcel.
Please let me know what is decided. The Town will need to respond regarding each parcel within 45 days to avoid
default approval. If we are going to send out individual letters per parcel, we'll need to write ones for the other lots
too.
Dan
Daniel Ottenheimer, President
Mill River Consulting
Septic System Management Services
2 Blackburn Center
Gloucester, NIA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.millriverconsultin corn
info@millriverconsulting.com
5/17/2004
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Jul 18 05 01:28p PIT-CHERVILLE 1978GG32705
PITCBERVILLE SAND & GRAVEL CORP.
I I Republic Road, N. Billerica Ma. 0 1862
Phone:
978-663-0035
#30
Fax:
978-663-2705
450
312
816 77.97 22.03
Proje CityofNashu;a Fax #
192
998 92.92 7.08
Att:
54
1052 97.95 2.05
Ma
Sample No: 08 a
22
1074 100.00
Location: Wilton NH
FM 2.57
Material Sieves done in house.
These gradations are for in house use and should not be considered
when determining if material meets job specifications. Additional Lab Samples must be done.
Soil Descrip ' n:-�Winler Sand
Test Date: August
Sieve Size weight Retained Cumulative Weight
Percent Retained
Percent Passing
Mesh (grn) (gm)
M)
(gra)
2"
3 /4
1/2
3/8" 00
00
100.00
#4 38 38
3.53
96.47
98 94 132
12.29
87.71
#16
142
274 25.51 74.49
#30
230
504 46.92 53.08
450
312
816 77.97 22.03
#100
192
998 92.92 7.08
#200
54
1052 97.95 2.05
Pan
22
1074 100.00
FM 2.57
Material Sieves done in house.
These gradations are for in house use and should not be considered
when determining if material meets job specifications. Additional Lab Samples must be done.
Pit Locations: Rt. 31 Greenville Road Wilton N.H. - Rt. 12 Spring Street
Winchendon Ma. - Pitcherville Rd. Hubbardston Ma.
P . 3
05/24/2005 09:43 FAX 9782820012
0
2 Bbdbim C~
GbUWW, MA 019"59
97SOMH
q?&-2l2-W2ftX
MILL RIVER CONSULTING laool
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05/24/2005 09:43 FAX 9782820012 MILL RIVER CONSULTING
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PartideSS"Izze Distribution Curve
4(
3
aw
21
11
41mm"Wo Now MIN
BEEMIMMEEMN
ENSIMEMMEME
N�E§11-10 MENIE
M1 Malmo ME
IMONOMMEMEMN
N�EENLVEMMNME
MINIMMOMME
MENVEMEEME
INEEMEMINMEMEWE
11 1
00
io I U.1 W.W1
Particle Diameter (mm)
Customer Name: Mill River Consulting/D Ottenheimer
2 Blackburn Center
Gloucester, MA 01930-2259
Sample ID: 60229-2
Customer Designation: 41 Proctor Street TP -2
UNIVERSITY OF
MASSACHUSETTS
Wass Extension
Q 003
1
Agriculture & Landscape Program
Soil and Plant Nutrient Testing Lab
West Experiment Station
University of Massachusetts
Amherst, MA 01003
413.545.2311
413.545,1931 fax
http://www.umass.edu/plsoils/soittest
07/21/2005 THU 12:07 FAX 17811__`�'0406 LItchfield Company
0
JUL-21-2009 11,32AM FROM -MILLER ENGINEERING
TO;
R002/011
1-803-968-8841 T-928 P-001/010 F-142
MILLER ENGINEERING &TESTING INC.
FAX TRANSMITTAL
FAX NO. _? e I - � ') 0 - LO U
Attached, we are sending you the following.
C e -
Remarks:
Date; 7 -
Job No;
Project,. W 0 V C%_ -A
Location:
THANK YOU,
Total No. Of Pages
Including Transmittal: 0 MILLER ENGINEERING & TESTING INC.
MILLER FAX: (603) 668-8641
CORPORATE OFFICE.- 100 Sbefrield Road - PO BOX 4776 - Manchmter, NH 03108 - TEL-- (603) 66&6016- FAX: (603) 668-8641
SATELLITE OFFICES: 130 Fiast Main SL -P.O. BOX I I - Northboro, MA 01532 -TEL: (508) 393-2607 -FAX (508) 393-9490
474 Dorcheswr Ave. - Boston, MA 02127 — TEL: (617) 269-8829 - FAX: (617) 269-8837
(17/21/2005 TRTT 11,34 r.TnYA wn- 7nR71 Onni
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07/21/2005 THU'12:07 FAX 178,'-�P9406 Litchfield Company
JUL-21-2005 11:32AM FROM-MiLLER ENGINEERING 1-803-668-8641
(A
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Q003/011
T-428 P-002/010 F-142
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310 CMR- DEPARTMENT OF ENVIRONMRiTAL PROTECTI�,—j
15255: continued
100
90
92
70
a
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20
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(a) The retaining wall shall be constructed of reinforced concrete, shall have no weep
holes, and shall be waterproof.
(b) The retaining wall shall be designed by aRegistered Professional Engineer, who shall
certify that the above condition is met by the submitted design.
(c) The upgradient side of the retaining wall shall be waterproofed.
(d) Construction of the retaining wall shall be supervised by the design engineer.
(c) An as -built plan shall be prepared and certified by the design engineer that the wall
has been constructed in accordance with his approved design plan.
(f) The elevation of the top of the retaining wall shall be no lower than the "breakout"
elevation, which is the elevation of the top of the two inch layer of 'A inch to 1/2 inch
washed stone aggregate cover.
(g) The distance from the wall to the edge of the leaching area should be at least ten feet
(3) Fill material for systems constructed in fill shall consist of select on-sitc or imported soil
material. The fill shall be comprised of clean granular sand, free from organic matter and
deleterious substances. Mixtures and layers of different classes of soil shall not be used. The
fill shall not contain any material larger than two inches. A sieve analysis, using a #4 sieve,
shall be performed on a representative sample of the fill. Up to 45% by weight of the fill
sample may be retained on the #4 sieve. Sieve analyses also shall be performed on the
fraction of the fill sample passing the #4 sieve, such analyses must demonstrate that the
material meets each of the following specifications:
SIEVE SIZE EFFECTIVE % THAT MUST
PARTICLE SIZE PASS SIEVE
# 4 4.75 mm 100%
# 50 0.30 nun 1.0%-100%
#100 0.15 mm 0%- 20%
#200 0.075 mm 00/6- 5%
A plot of the sieve analyses of the portion of the sample passing the #4 sieve shall fall on or
between the lines on the following graph:
PARTICLE SIZE DISTRIBUTION
12/27/96 310 CIVIR - . 531
9)
Z-11
07/21/2005 THU 12:08.1 FAX,178�_-,/ ?9406 Litchfi . eld COMPanY
JUL-21-�2005 11:32AM FROM -MILLER ENGINEERING . 1-803-868-8641
Wed Jul 20 M53;01 2bos
GEOTECKNICAL LABOPATORY TEST DATA
Project : 280 GRAY STREET.N A1=V2A,VA
Project No. 1 05,M -AH Depth ; 0-18 INCH$
Boring No. : "/�, TcSt I%mta : 7 -20 -OS
$Anvp" go. ! LOSOS33A Tout me;tl%od . AsTm
Location ; IN PLACE KATZRIAL
Soil Dascription SAND
Remarku . I'Mr. ShND
[a 004/011
T-921
Filenamc L050533A
elftvacion Nix
TC-ated by VM/M4
chockod by ac
f-rcallt:
Finer
(t I
80
dL
33
Page; : 3.
C�, 0 -,) �00 �/,Q
DO 0�4766 myn
0.3700 T= CC U Q
D30 D.2253
PIS 0,1263 MM
010 0-0924 MM
V
Soil Classification
ASTM Group Symbol N/A
ASTM Group NaTne Nlj�
AASKM Croup Symbol A-3(0)
AA6= Group NaMID Fine SAAd
x\ Q� dQ \,( , N a �- KC C-�t �'. f ',� C-
07/21 /2005 TMT I I - .34 r ann Nn - 7 n Ft 7 1 0 nna
ME
6XIM SRT
"eve
Sieve OptiniAgf.
weight cutnularivc
Mesh
Inches Millimeterz Reto4ncd Weight Rerwned
-----------
(9m) NO
--------------
----------
14
0.187
4,7$
--------
0.00
0.00
#10
01079
2.00
18.00
18.00
Ro
0.033
0.85
55-1-0
'73. 10
j;40
0.017
0.43
$9.70
162.80
050
0.012
0.30
SS.70
218.90
#60
0.010
0.25
28.90
247.40
#100
0.006
0.1s
56.SO
303.90
#200.
0-063
G.07
43.30
347-20
pan
22,70
369.90
Total Weight of sampla
4 369.5
T�rf= weigut
0
moisture Conront
0
D85
: 1.1174 MM
7 ,-� <
[a 004/011
T-921
Filenamc L050533A
elftvacion Nix
TC-ated by VM/M4
chockod by ac
f-rcallt:
Finer
(t I
80
dL
33
Page; : 3.
C�, 0 -,) �00 �/,Q
DO 0�4766 myn
0.3700 T= CC U Q
D30 D.2253
PIS 0,1263 MM
010 0-0924 MM
V
Soil Classification
ASTM Group Symbol N/A
ASTM Group NaTne Nlj�
AASKM Croup Symbol A-3(0)
AA6= Group NaMID Fine SAAd
x\ Q� dQ \,( , N a �- KC C-�t �'. f ',� C-
07/21 /2005 TMT I I - .34 r ann Nn - 7 n Ft 7 1 0 nna
07/21/2005 THU 12:08 FAX 178-�109406 Litchfield Company
JUL-21-2005 11:33AM FROM -MILLER ENGINEERING 1-803-888-8641
Wed Jul 20 15;51;28 2aOS
[a 005/011
T-228 P-004/010 F-142
=nSCIMCAL LABORATORY TEST DATA
Project ; 200 CRAY OTRRET,N ANMVER,KA
Pilarrame LOSOS32A
Project 140. 05.213.NH ry-'Pth ! 0-18 INC74S
Elevacion N/A
Boring No. N/A Test Date t 7-20-05
TCZ.4red by Dm/sm
Sample No. L050533A TeSt ftthod : AM
ChecJCed by RC
Locatlon : IN PLACE MATERIAL
Soil Description ; SAND
Remarks TITLE 5 SAND
CDARSE SIEVE SET
Sieve azave openings
woig�;
Cumt4lotivc
Percent
Inches mill*met6vs
Air-tained
weight, Retained
Pinar
(gm)
------
(1k)
-------
------ -----------
1.500 38�10
........
0.00
0.00
100
1�000 2S.4D
287.60
28?.60
9S
0.75K 0.752 19-g-0
42.40
220-00
94
0. s" 01500 12.70
82.30
412.56
93
.0,375t, 0.37s 9.r.2
71.30
483.60
92
N's 0-lti7 4.75
161,90
646-50
89
TotAl Wt:ight of Sample - 5701-15
Tare Welshc - 0
PINE SILTE SET
Sieve Sicv0 opekUngs
woiqbr
cumulativt
Percent
inches Millimercr;;
Retainad
Weighc Retained
Finer
(2m)
(9m)
60
---------- -----------
w;LQ 0.079 2,00
--------
18.00
--------- -
18.00
------
as
a,20 0.033 0.85
55.10
73,10
71
#40 0.017 010
89.70
162.80
so
450 0.012 0.30
55.70
36
060 0.010 0.25
20.90
247.40
29
41100 0. 0 D15 0.13
303.90
16
Wo 0.003 0,07
43-30
347.20
5
Pan
22.70
369.90
0
Total Weight ol S.%mpIc- 369.9
Tare Roight 0
Moisture content 0
1385 2.20EiO mm
D60 0.5912 M
D50 0,4286 mm
D20 0.2S28 mm
DIS 0,1416 mm
D10 0.1008 mm
Soil claositiomti6n
ASTM Group Symbol N/A
ASTM Group Name N/A
AAS= Group symbol A-1-b(Q)
AASKTO Group "Kie Srone Fragments, Gravel and 9.ind
page . I
f)7 191 /9n(IS TRTT 11 -.11A r.TnTt wn. 7AR7 1 0 AnA
ir
I
Jul 18 05 01:28p PLJ�CHERVILLE 1970GG32705 P.1
0' 0
Pitcherville Sand & Gravel, Inc.
I I Republic Road
Billerica,MA 01862
Phone: 978-663-0035
Fax- 97"63-2705
Fax
To: N. Andover Board of Health From: Norman Brown, IH
Attn: Michelle Pages:
Fax: 978-688-8476 Date: July 18,2005
Re: Material Sives
Comments:
Should you have any questions, please do not hesitate to call me.
Thank you,
Norman
Jul 18 05 01:28p PUCHERVILLE 19786632705 p.2
0 0
PITCHERVILLE SAND & GRAVEL CORP.
11 Republic Road,- N. Billerica Ma. 0 1862
Phone:
978-663-0035
Fax:
978-663-2705
Project: Litchfield - N. Andover
=071505A
0
0
Sample N(
94
58
Location: Wilto
W"'o
5.28
94.72
Soil Descript(n: Septic Sand;�
50
108
v
Test Date: July IS, itch.
90.17
916
Sive Size Weight Retained Cumulative Weight
Percent Retained
Percent Passing
Mesh (gm) (9m)
(gm)
(9m)
1 11
10
3 /4 44
V11
2
0
0
0
100.00
94
58
58
5.28
94.72
98
50
108
9.83
90.17
916
90
198
18.03
81.97
#30
184
382
34.79
65.21
#50
316
698
63.57
36A3
#100
272
970
88.34
11.66
4200
so
1050
95.62
4.38
Pan
48
1098
100.00
Fitness Modules:
2.49
Material Sieves done in house. Additional Lab Samples should be done. One Inch Minus Material's were
used for testing.
Pit Locations: Rt. 31 Greenville Road Wilton N.H. - Rt. 12 Spring Street
Winchendon Ma. - Pitcherville Rd. Hubbardston Ma. - Rt. 27 Acton Ma.
05/24/2005 09:43 FAX 9782820012
Soil and Plant Nutrient Testing Lab
West Experinlent Station
University of Massachusetts
Arriberst,MA 01003
413.545.2311
bttp://www.umass.edu/phoiW$Oiltest
MILL RIVER CONSULTING 0002
C
TEXTURAL ANALYSTS RESULTS
customer Name: Mill River Consulting
2 Blackburn Ctr
Gloucester, MA 01930
Sample ID: 60229-2
Customer Designation: 41 Proctor St TP2
USDA SIZE FRACTIONS
Main Fractions Size (mm) Percent
Sand
0.05-2.0
92.7
Silt
0,002-0.05
5.2
Clay
< 0.002
2.2
Total
< 2.0
100.0
Sand Fractions Size (mm) Percqnt
Very Coarse
1.0-2.0
6.0
Coarse
0.5-1.0
6.9
Medium
0.25-0.5
32 9
Fine
o.10-0.25
43:3
Very Fine
0.05-0-10
3.5
0.05
#270
92.7
Silt Fractions Size (mm) Percent
Coarse 0.02-0.05 2.3
Medium 0.005-0.02 2.1
Fine 0.002-0.005 0.8
5.2
USDA Textural Class = sand
Gravel Content = 13.9%
10/29/04
PERCENT OF WHOLE SAMPLE PASSING
size (mm) Sieve #
2.00
#10
86.1
1.00
#18
80.9
0.50
#35
74.9
0.25
#60
46.6
0.10
#140
9.3
0.05
#270
6.3
0.02
20 um
4.3
0.005
5 um
2.6
0.002
2 um
1.9
COMMENTS:
03/02/2000 17:05 781648(y COLLINS OFFICE SISTM
0
-Oil
Particla 81A Offtibution Report
PAGE 02
SWVE
SIR
POOMT
F11 "
SPEW
PERCENT
ONW?
#4
#10
10
.5
#20
9D,9
#40
st.0
050
40.9
0100
16.3
#200
5.6
ill PV L'l I I
auadm umlip
PL= LL- Piz
c2acwnts
D85= 1.03 aox 0,444 OW 0.360
D bl5c 0,142
.30= 0233 D10- 0.107
C�= 4,16 cc= 1. 15
c1gufflown
USCSa AASHTO--
9.8% BY WEIGHT OF THE SAMPLE RETAINED ON
NOA SMVE.
(no qmwificution provided)
Sample No.: 545 80=6 Of saf*s: PrrcHERVILLE S&G Date: 7119/2003
Loca0m; Elev./Depth:
0110* NORTH ANDOVER HEALTH DEPARTMENT
UTS OF MASSACHUSEM, INC. Ordod: GRAY MEET LOT #1, NORTH ANDOVER, MA
Final Construction Inspection t I Gray Street Page I of I
DelleChiaie, Pamela
From: Lisa LeVasseur [lisal@millriverconsulting.com]
Sent: Friday, July 22, 2005 11:15 AM
To: Sawyer, Susan; amcbrearty@millriverconsulting.com; DelleChiaie, Pamela;
dano@millriverconsulting.com
Subject: FW: Final Construction Inspe 'on - Lot 1 Gray Street
This final inspection is for today, 7-22 at 4:00.
Lisa LeVasseur
Mill River Consulting
Your Complete Sourcefor Onsite Wastewater Management
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.millriverconsultinv-.com
----- Original Message -----
From: DelleChiaie, Pamela [mai Ito: pdel lech ia ie@townofnortha ndover.com]
Sent: Thursday, 3uly 21, 2005 4:36 PM
To: Daniel Ottenheimer (E-mail); Lisa LeVasseur (E-mail); McBrearty Andrew (E-mail)
Cc: Sawyer, Susan; Grant, Michele
Subject: Final Construction Inspection - Lot I Gray Street
Please schedule a final const. inspection here and let us know when all set. Skip's number is: 978.664.2126.
Thank you.
Ava&1044 A00140e,414io
Health Department Assistant
Town of North Andover
400 Osgood Street
North Andover, MA o1845
978.688-9540 - Phone
978.688.8476 - Fax
htt /-/`www.townofnorthandover.com
�p
healthdept@townofnorthandover.com
7/22/2005
0�elleChiaie, Pamela
Subject:
Updated: Susan & Michele -Final Grade Inspection - Bob Innis/NEES
Location:
240 (aka -Lot 4) Gray Street
Start:
Mon 8/8/2005 12:00 AM
End:
Tue 8/9/2005 12:00 AM
Show Time As:
Tentative
Recurrence: (none)
Meeting Status: Not yet responded
Required Attendees: Sawyer, Susan; Grant, Michele
Optional Attendees: McGuire, Mike
Importance: High
8/5/05 - Not ready for FG Inspection. Change to Monday, per Susan @ 1:45 p.m.
Note: Check out Lot 1 Gray Street while you are out there. They have not called as of today (Friday) but may be ready
Setup FG Inspection - Per Susan's request 8/4/05 @ 1:30 p.m. - she spoke with Bob Innis
Note: Ben needs to change some things on the As Built
So, the comments below show he did it, but it is not the full filled out sheet. He probably hasn't sent it.
Susan ----- Original Message -----
From: DelleChiaie, Pamela
Sent: Wednesday, August 03, 2005 8:52 AM
To: Sawyer, Susan
Subject: FW: 240 aka Lot 4 Gray Street
I don't know if you received this in the Word format or not. If you have it, can you send it along, just in case I get it from you
before him. Tx!
P "----Original Message -----
From: DelleChiaie, Pamela
Sent: Wednesday, August 03, 2005 8:50 AM
To: 'Andy McBrearty'
Subject: RE: 240 aka Lot 4 Gray Street
Hi Andy,
I cannot open your attachment. Can you send it in Word format? Thank you.
----- Original Message -----
From: Andy McBrearty [mailto:amcbrearty@millriverconsulting.com]
Sent: Tuesday, August 02, 2005 5:09 PM
To: DelleChiaie, Pamela
Cc: Daniel Ottenheimer (E-mail); Lisa LeVasseur (E-mail)
Subject: Re: 240 aka Lot 4 Gray Street
Hi Pamela,
I thought we sent this, but ... Here is the Final for Lot 4 /240 Gray Street. There were a couple of issues
heroi. C
-andy
C11
Sue noted that the fill around the tank was unacceptable, and needed to be removed. At inspection
time, it was still there. My bet is that he did not remove it. Sue and I talked about this a week or
so ago.
He did not use stone under d -box. I let this pass, but requested that he install speed levelers on D -box
and hydraulic all pipe junctions to the tanks and d -box.
The original design did NOT require a barrier. Innis did not cut chambers, so his field is longer than
the design called for. I talked with Ben Osgood and Ben was supposed to stake out the edge of
the fill so that breakout is met. You might check with Ben on this before final grade inspection.
DelleChiaie, Pamela wrote:
Hello,
Can you send me the Final Construction Inspection Report for the above? I have on record that the
request came in on 6/27/05, but I don't show anything in e-mail coming in. Thanks!
Health Department Assistant
Town of North Andover
400 Osgood Street
North Andover, MA o1845
978.688-9540 - Phone
978.688.8476 - Fax
<http://www.townofnorthandover.com>
healthdept(&townofnorthandover.com <mailto:healthdept(@townofnorthandover.com>
C I
1� TOWN OF NORTH ANDOVER
Office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 0 1845
Susan Y. Sawyer 978.688.9540 — Phone
Public Health Director 978.688.9542 — FAX
July 19, 2005
Litchfield Company
26 Ray Avenue
Burlington, MA 0 1803
RE: Snbs� Sewage Disposal System plan for Lot I Gray Street, Map 107D, subdivision of Parcel 10,
North Andover, Massachusetts
Dear Sirs,
This correspondence is in regards to the ongoing septic installation for the new dwelling known as Lot I Gray
Street On June 22, 2005 the Health Department conducted and approved the Bottom of Bed inspection for this lot.
This approval gave the installer the permission to fill the hole with Tide V sand, to the proper elevation, as shown
on the approve plan. On July l4d' Health Department personnel did a random check on the site to view progress on
the installation. It was noted that the hole had been filled with sand and the leaching area infiltrator units had been
installed. It appeared that the system was close to being ready for the next inspection. I
Closer observation of the sand installed within the system, as well as a pile of sand in the driveway, caused the
Health Department concern. Visual and tactile inspection of the sand found silt particles that appeared greater in
quantity than the usual Title V septic sand. Specifically, when lacked with the foot or blown on in the hand, there
was a cloud of fines generated.
Title V septic sand has very specific parameters that can only be confirmed by a sieve analysis at a competent lab.
The concern prompted the health personnel to dig into the system area and extract a random sample. This sample
was taken to the UTS laboratory of Stoneham, MA. The report indicated that the "state environmental code title V
3 10 CMR —53115.255(3). Material has 5.6 % passing the no. 200 sieve" (see attached report from UTS) Title V
septic sand is allowed 0-5% of this material. (See attached title V section) For this reason the sand has been
repcted by the North Andover Board of Health. The applicant must have this material removed from the lot I
septic system.
If the applicant chooses to challenge the Health Department decision, they may him, at their own expense, an
independent laboratory, such as UMASS or other agreed upon lab, to analyze another sample. The Health
Department must be present for the collection, sealing, identification and transportation of the sample.
Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health
Department may be reached at 978-688-9540 with any questions you might have.
ZSincMemely,
cere
SY. Sawyer, REHS/RS
Public Health Director
cc: Craig Waelty, Waelty Construction
Joe Serwatka, Engineer
F HQL. U.L
71k
AV
LEmR oFnuAwOnAr, sm TunNG REsuL n
Ir
c
DATE: --)1%'qi)wUc'
LOCAtIM: PROJEcr M
Off-silgBOMW
a onff"My BW�M: hw- W. 01.0
0. &VwrNoww. AwaW.U.6
a P�c� (*mWfor Dwe Cows
a JaWBwrpw.AffIDMI.04.0 I
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(z Dww: GnA*d Cruxw Smft)br
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iML&adation Anabsis
d.'Wash Siew Anabils
a Mod#7ed Prodor
o AtterbergLhnfts
a PermeabMity
0 Other.,
KA1102ALCLASSEFWAT20MI �4
ct DoftMoomfinm.. Bariv i
tg,,?4ff9fHdtY dDes actscontbrM.... awk�! qk\c).
e-MOL-sli Nk4AI �ba& jus% gd& WiWO.A),
we nggem Me suitability of Oft spo be +kftdfi�' appVvd by *e 4 —9- fted Engbiem-cf-Accate
o. We Spodfi*im pr*vWed to ow aOim,
o SpwHka6aw prmded to ow offici bd sd6ok wu sobmiftw to a "Wific use.
0 9W%*-subWWW withmn iadksfift oth'I'l 0 11 -me-dnd wfflkm Specifics6cm.
john c. mccaoy
Geowhakd Depit Afgr.
6 Richardson L�g Stoneham, KAwled6ftoft 02180 (781) 42&77W Paz (781)
310 CMRQEPARTMENT OF ENVIRONMENTAL PROTEC>N
15.255: continued
100
90
M-04
70
z
60
W 50
40
CC
�'- 30
063
10
(a) The retaining wall shall be constructed of reinforced concrete, shall have no weep
holes, and shall be waterproof
(b) The retaining wall shall be designed by a Registered Professional Engineer, who shall
certify that the above condition is met by the submitted design.
(c) The upgradient side of the retaining wall shall be waterproofed.
(d) Construction of the retaining wall shall be supervised by the design engineer.
(e) An as -built plan shall be prepared and certified by the design engineer that the wall
has been constructed in accordance with his approved design plan.
(f) The elevation of the top of the retaining wall shall be no lower than the "breakout"
elevation, which is the elevation of the top of the two inch layer of 'A inch to 1/2 inch
washed stone aggregate cover.
(g) The distance from the wall to the edge of the leaching area should be at least ten feet
(3) Fill material for systems constructDd in fill shall consist of select on-sitc or imported soil
material. The fill shall be comprised of clean granular sand, free from organic matter and
deleterious substances. Mixtures and layers of different classes of soil shall not be used. The
fill shall not contain any material larger than two inches. A -sieve analysis, using a #4 sieve,
shall be performed on a representative sample of the fill. Up to 45% by weight of the fill
sample may be retained on the #4 sieve. Sieve analyses also shall be performed on the
fraction of the fill sample passing the #4 sieve, such analyses must demonstrate that the
material meets each of the following specifications:
SIEVE SIZE EFFECTIVE % THAT WST
PARTICLE SIZE PASS SIEVE
# 4 4.75 mm 1000/0
# 50 0.30 mm 10%-1000/0
#100 0.15 mm 0%- 200/of
#200 0.075 mm 0%- 5%
A plot of the sieve analyses of the portion of the sample passing the #4 sieve shall fall on or
between the lines on the following graph:
PARTICLE SIZE DISTRIBUTION
#200 #100 #50 #4 Sieve Size
It j 0 + . I P I D, --s .- e— a-- >— I >1 --I � -C
12/27/96 310 ChM - 531
-FORM U -LOT RELEASE 'FOQ
INSTRUCTIONS: This form is, used to v
erify that all necessary approvals/permits from.
Boards and'Departments;having jurisdiction'hav ' ebeen obtained. This does not relieve
"pplicant=and/or4andowner4ronv-complianceNWtWen'y-applicable=or--requiremnts-.--
'"""""APPLICANT FILLS OUT THIS SECTION****************
APPLICANT Litchfield Company, Inc. PHONE 781-270-6859
LOCATION.: AssesSor's Map Number 107D PARCEL 10
SUBDIVISION
LOT (S)
. TREET . Gray Street ST. NUMBERW 260
7-wOFFICIAL USE ON _y
N OF TPWI
�CONStRVATION ADMINISTRATOR
DATE APPROVED
DATE REJECTED
COMMENTSA��.n
j -ansW
fVA.K URNW/rk, — 1131�
/TOWN PLJ.kNNER DATEAPPROVEDn'.
DATE.REJECTED
COMMENTS
FOOD I PE TOR -H
FOOD I P
,ZLETOR-HEALTH DATE APPROVED
PATE REJECTED
I S C
LTI�
I PECT. -HEALTH- DATE APPROVED
A Id*
9'.
PUBLIC WORKS - SEWERIWATER COF
DRIVEWAY PERMIT
FIRE DEPARTMENT --,6//
DATE REJECTED -
11" ci's __yL In -e- n
TIONS
.-a)
70�-" I
..RECEIVED BY BUILDING INSPECTOR
-DATE
-Revised 9X97.jm
aCTIONT- WORKERS COMEPENSATION (KG.L C 152 - 6 2506)
Workers Compensation Insurance affidavit must be completed and submitted with this application. Failure to provide this affidavit will resu
in the denial of the issuance ofthe building permit.
Signed affidavit Attached Yes ........ 0 No ...... AX
SECTIONS Descriptiono Proposed Work (cdahem&
applicable I
New Construction ME
Existing Building 0
Repafi�s) 0
Aterations(s) 0
Addition 0
Accessory Bldg. 0
Dernolition 0
Other 0 Specify
Brief Description of Proposed Work:
New Construction - Single Family Home
4 Bdrm, 2 1/2 Bath, Colonial
SECTION 6 - ESTEKATED CONSTRUCMON COSTS
Itern Estitnated Cost (Dollar) to be
Completed by pern-dt applicant
1. Building 50,000 (a) Building Penmit Fee
r(b) rW
Multiplier
2 Electrical Estinmiated Total Cost of
13,000 Cons;ituction
3 Plumbing 13,000 Building Perntit fee (a) x (b)
4 Mechanical (HVAC) 11.000
5 Fire Protection
6 Total (1+2+3+4+5) --1 87,000 Check
SECMON 7a OWNER AUTHORIZATION To BE COWLETED WHEN
OWNERS AGENT OR CONTRACTOR APPLIES FOR BUHDING PERMIT
L Gary J. Litchfield as OwncrMRH3=WMf subject property
Hereby au t-Af i to act on
My behalf, in a"92111t&*)W�cd by this buRding pennit application.
signature oftwnef Date
SECTION 7b OWNER/AUTHOR17.FD AV-FNT I)Ei��T�10N
Paul Litchf ield asXNURAuthofized Agent of subject
property
Hereby declare that the staternents and infonnat'On On the fOreg0mg application are true and accurate, to the best of my knowledge
and belief
Paul Liachf ieldoe
Print N
Si fe rf- �rA—g �n t Date/
NO. OF STOREES SIZE
BASEME-NT OR SLAB
SIZE OF FLOOR TIMBERS— iST 3RD
SPAN
DIMENSIONS OF SILLS
DWENSIONS OF POSTS
DIMENSIONS OF GIRDERS
HEIGHT OF FOUNDATION TIRCKNESS
SIZE OF FOOTING' x
MATERIAL OF CIMvMY
IS BUILDING ON SOLID OR FILLED LAND
IS BUILDING CONNF-CTED To NATURAL GAS LINE
4
TOWN OF NORTH ANDOVER:
BUILDING DEPARTMENT
BUILDING PERMIT NUMBEEL DATE ISSLTED:
SIGNATURE:
Building Colnmissioner/InEMtor of Buildings Date
SECTION 1- SITE MORMATION I
1.1 Property Address:
Lot 1 Gray Street
1.2 Assessors Map and Parcel Number.
107D 10
Map Number Parcel Number
1.3 Zoning Information:
R9 031 n gl ta—EnTni13� Pnmp
Zoning District hwosid Use
1.4 Property Dimensions:
41560 15ni
Lot Area (st) FronUge (il)
1.6 BUMDING SETBACKS (ft)
Front Yard
Side Yard
Rear Yard
Requ�ired Provide Required
lj�cw
Recpi Provided
40
30
30,
1.7 Water Supp=G.LC.,4W0. 54) 13.
, u
Public zone
Flood Zone Inforniation:
outside Flood Zone
1.9 Sewerage Dkposd Srtc=
0. On Site D61mal SyswmX)
SECTION 2 - PROPERTY OVVNERSEEIP/AUTHORIZED AGENT
Districte M5 ---jq0
2.1 Owner of Record
Litch n A
Name (Pri
26 Ray Avenue, Burlington. MA 01901
TWAress. for Service:
781-270-6859
Signature
Telephone
2.2 Owner of Record:
Name Print
Address for Service:
Signature
Telephone
3-
3.1 Licensed Construction Supervisor:
Paill TAtchfip-i'i
Licensed Construction Supervisor
26 Rav Ave- Burlington, MA 01A01
Addics
781-270-6859
igiia&rc Telephone
4
Contractor
Company Name
Address
Not Applicable 0
License Number
Expiration Date
Not Awficable 0
Registration Number
Expiration Date
i7f]
I
44
0 BOARD OF HEALTH 0
NORTH ANDOVER, MA 01845
978-688-9540
APPLICATION FOR SOIL TESTS
DATE: MAP & PARCEL: I o -7 P 10
LOCATION OF SOIL TESTS: I* eAl 4-r-tele-iZ6P PLA A/.
OWNER: M,4 g I Le�( &I -rF- LL.4 T E L. N 0.: 1 �o 9 � 5 - o --,s -: 5
; 111� I
M., 01 711=1 � � � � � � � � I � � � I I , AN
ENGINEER:., 157e,4W- 156AW
TEL.NO.:
CERTIFIED SOIL EVALUATOR: '5"* fK j!� -
Intended Use of Land: Single Family Home Commercial
Is This:
Repair Testing:
Undeveloped lot testing: X, —
In the Lake Cochichewick Watershed? Yes
No
THE FOLLOWING MUST BE INCLUDED WITH THIS FORM
I . Proof of land ownership (Tax bill, or letter from owner permitting test)
2. Plot plan & Location of Testing
3. Fee of $425.00 per lot for new construction. This covers the minimum two deep holes and
two percolation tests required for each disposal area. Fee of $200.00 per lot for repairs o
upgrades. (If time is not critical, fee for repairs is $75.00)
GENERAL INFORMATION
I . Only Certified Soil Evaluators may perform deep hole inspections.
2. Orily Mass. Registered Sanitarians and Professional Engineers can design septic plans.
3. At least two deep holes and two percolation tests are required for each septic system disposal area.
4. Repairs require at least two deep holes and at least one percolation test, at the discretion of the
BOH representative.
5. Full payment will be required for all additional tests within two weeks of testing. 00;
6. Within 45 days of testing, a scaled plan (no smaller than I "-100') shall be- 9
of Health showing the location of all tests ('including aborted tests). B0
7. Within 60 days of testing soil evaluation forms shall be submitted. '. % 5
Irw
Please Do Not Write Below This Line
N.A. Conservation Commission Approval:
Date Received: Check Amount: Check Date:
101
Sandra Starr
Health Director
0 Town of North Andover 0
Office of the Health. Department
Community Development and Services Division
William J- Scott, Division Director
27 Charles Street
North Andover, Massachusetts 01845
Telephone (978) 68s-9540
Fax (978) 688-9542
OUTSIDE CONSULTANT ESCROW AGREENIENT
NORTH ANDOVER BOARD OF HEALTH
Agreement is made this
Town ofNorth Andover and
of
��`sts, Plan Review
** - 7* --,
KNOW ALL men by these present that the Applicant hereby provides the Town
of North Andover with a check in the, sum of to be deposited in'an
escrow account for the Town of North Andover and bi�s deDosited'in-a'n interest -be
aring
account as designated by the Town Treasurer to be expended by the North Andover
Board of Health to insure payment to any outside consultant(s) for Soil Tests, Plan
Review. for the above referenced projeet.
This agreement shall remain.m fiffl-force and effect until the specified project has
reached-completiom
-7-3
118001?83"0 1:0114?SLIGI: 22-9S03L2G'10
FORM)"',SOIL EVALUATOR FORM
Page 2 or 3
Location Address or Lot i -Jo.
jo a vo. /7?0 A
On-site Review
0
Deep Hole Number- Date: Time: Weather
Location (identify on site plan)
Land Use - ,,� (2 0 -,
Slope Surface Stones
Viigetation
Landform
Position on landscape (sketch on the back)
Distances from:
Open Water Body feet
Drainage way feet
Possible Wet Area feet Property Line L L feet
Drinking Water Well - feet 'Other
-DEEP OBSERVATION HOLE LOP
Depth from
Surface (inches)
Soil Horizon
Soil Texture
Soil Color
SOH
Other
(USDA)
tMunsell)
Mottling
(Structure. Stones. Bouldars. Consistency, %
Graven
10 �-Irq
LAINIMI, UA
nr-'3 Ljr%,
ftrent Material (geologic) Bodrtx*:
Dep-thlo Groundwater: Standing Water in the Hole: W—Ping from ft Face: /,/ 6�7
Estimated Seasonal High IGround Water:
F-0 r–Z 1141 a:
vv i -r,,,y dt 5 oy-, 1"'I
)<'&*A VA -ro
VEF APPRO'%En FORM 12M7195
FORM 12 - PERCOLATION TEST
L ocation Address or Lot No. 'Lo7 I 69 -AY -3T
joa NO,
COMMONWEALTH OF MASSACHUSETTS
Massachusetts
Percolation Test*
Date: Time: . .. ..... . . ... ........
Observation Hole #
Depth of Perc
Start Pre-soak
1: 140
End Pre-soak
4 4
Of -
4. 61.0v
Time at- 12"
7- ,"J 6 -
Time at 9"
Time at 6"
Time (9"-6")
Rate Min./inch
Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed El Site Failed F�
Performed By:
Witnessed BY: l< Pw 1 0 0 0-1
Comments:
wDEP APPROVED FORM - 12/07/95 -
FORM 12 -PERCOLATION TEST
Location Address or -Lot No.
j 0 a N Q, 1-7 �O 7k�
COMMONWEALTH- OF MASSACHUSETTS
N 0 QT/_q A 1,J D 0 VC__ R , Massachusetts
Percolation Test*
Date: ... .. 0-7- Time:,.
.Observation Hole #
Depth of Perc
34
Start Pre-soak
p.rA.
End Pre-soak
PM
Time at 12"
Time at 9"
00
Time at'6"
-Z; 01
Time (9"-6")
Ak
Rate Min./Inch
Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed 2�Site Failed D
Performed By:
Witnessed By:
Comments:
J; C- 5'c'e W'47wg
V_ F, mi
DEP APPROVED FORM - 12/07/95
FOPUM SOIL EVALUATOR
FORM
Page 2 of 3
Location Address or L ot p4o. d-,( A -
J10 0 ov 0.
On-site Review
Deep Hole Number 17' Date:k��_'-Af Z-- Time: Weather C"
Location (identify on site plan)
Land Use - A41 0 0 0 3 slope M - e- Surface Stones
vegetation R e-;; Z 02' f 4
Landform
Position on landscape (sketch on the back)
Distances from:
Open Water Body feet Drainage way feet
Possible Wet Area feet Property Line feet
Drinking Water Well — feet Dther
DEEP OBSERVATION HOLE LOG
Depth from
Surface (inches)
Soil Horizon
Soil Texture
JUSDA)
Soil Color
tMunsell)
son
Mottling
Other
(Structure. Stones. Boulders. Consistency, %
Graven
1-1-7 /�"s
40 MIN
*V
ftrant Material (geologic) 4��'V
AA4
Depth to Groundwater-- Standing Water in the Hole: Weeping from Pit Face: -1.1 a ell, J17-
,
Estimated Seasonal High Ground wstw:
PC P- FOR,41E V, zr / , _ 0'/ <� 4, " 5 -
VV i -r1V -F !; % -L- P 13 yl� I -J'
X*,C A VA 7-0 X?_
VFP APPROVIM FORM - "vqS
FORM SOIL EVALUATOR FORNI
Page 2 or 3
Location Address or Lot No. I e te- -,v Y 1 7,
jdo J3 011j 0� 17 7 0 /0 7
On-site Review
Deep Hole Number Date: -,!05-/0 'L- Time: Weather ff7 V
Location (identify on site plan)
Land Use A/ 0 0 61 5 Slo pe M Surface Stones
V6getation
Landform
Position on 1-4
Distances from: scalie. %skeizi, on Lite backi
Open Water Body f eet Drainage way feet
Possible Wet Area feet Property Line feet
Drinking Water Well — feet 'Other
!;- 5 !�
0
DEEP OBSERVATION HOLE LOG
Depth from
Surface (inches]
Soil Horizon
Soil Texture
JUSDA)
Soil Color
(Munr.011)
Soil
Mottling
Other
(Structure. Stones. Boulders. Consistency. %
Graven
L
>/7-
MYK f
4-
V C- A -Yr e 4 it,
3/4-
f
0 MINIMUM
OF 2 HOLLS REQUIRF13
A] EVE14Y
PHL)POSED DISP= AHL
-A
Parent Material (geoloogic)
Z
Depth to Groundwale, Standing Water in the Hole: Weeping from Pit Face: Cv
Estimated Seasonal High Ground Water,
PC N roizz,-1 6: Z7 4T/I 7- lc�4
W i -rlq a 5 sr &— V 15 Y:" .,j i- 0v 0 v ." A-v—
eq VA TO ;:Z e, AL/
DEP APPRON'ED FoRM - 1=7jvS
0 C
Elle Edit lools apta blaktain Brocess yew . fleport 20gf �LA�ows tielp
Project: IL770 ice of Health',Departmee.w-' . C-hariesStr6ef,,No.,k6do�oe,...-,-')�',
Off
Billing Group ID:
Billing Type: Fixed Fe e Billing Fee: 4.300.00 Card ID:,
[-v.Activities'
Messages Staff -in
Mpin] Billinj:Inf:b�f'_Qontract Info Classification GLAccounts Rilling er�s
.ssign To
Proposal Number:
if
Department:
Contract Number:
Contract Date: 1�131102 ......
Work Start Date: r5/3/0 2
Expected Finish Date: use Government i nvoice Style
Description:
Engineering services required for soil inspection on 14 lots.
Engineer: Joe Senvatka, # 978-683-6695
Assessors Map:
Applicant: Stella FamilyTrust
Boston & Gray Street
Billing Groups: Adding
OF NORTH ANDIIY� -R/
BOARD OF HEALTH
JUL 8 2002
/, fi N�
Project Request Record
Town of North Andover
Date:
Client Id: ToNA Card Id: ToNA Client/Company Name. Board of Health
Card. Type -Client
Contact Name: Ms. Sandra Starr
Title: Director
Address: — ---27 Charles Street
Town:
NorthAndover
State:,
MA' Zip Code:. 01845_
Other contacts if appUcabl'e:; ieW/E--ngQti/ Instafler
Name:
a & 7"k-, -9L
Title:
Address:
Town:
State: Zip Code:
Phone: 978-688-9540
Fax: 978-688-9542
Email: sstarr@townofnorthandover.com:.
Notes:
'9 ir;C_3 5_ 7 57 -
Phone:
Fax:
Email:
Notes:
Pro*ect:
Project Id: 1770 Project Title: Town of North Andover, Board of Health
(JOB NO) (PROJECT NAME & STREET ADDRESS)
Manager: NOW Billing Group: Billing CodJ: Fixed =Fee P
I
Contract Info. Project Description for each billing group
BG/ ----.Applicant 01 V- 7 -?z L�J S
Assessors M4p Lot Street a<::, t; 2 -
Type of service 12 17 1 7
-11
Office/fbrms/jbrqutona
N
WE
TOWN OF NORTH ANDOVER
HEALTH DEPARTMENT
27 CHARLES STREET
NORTH ANDOVER, MASSACHUSETTS 01845
Sandra Staff
Public Health Director
April 29, 2002
John Noonan
Noonan & MacDowell
125 Bridge Street
Billerica, MA 0 1921
Re: Soil Tests Boston & Gray Streets
Dear John:
0
CHU5
Telephone (978) 688-9540
FAX (978) 688-9542
Please see the enclosed memo from the North Andover Conservation Commission
Administrator concerning the noted parcel above.
If you have any questions about this testing, please give me a call.
Sincerely,
Sandy
N
Town of North Andover
EO
Office of the Conservation Department
Community Development and Services Division
27 Charles Street
North Andover, Massachusetts 01845
MEMORANDUM
DATE: April 2,2002
TO: Sandra Staff, Board of Health Agent
FROM: Julie Parrino, Conservation Administrator
SUBJECT: Boston & Gray Street Soil Testing Activities
Telephone (978) 688-9530
Fax (978) 688-9542
An Abbreviated Notice of Resource Area Delineation has been filed with the North Andover
Conservation Commission for approval of a wetland delineation located on the Stella Property
located between Boston and Gray Street. I understand the applicants have filed with the
Health Department for the scheduling of soil testing activities on the subject property. I have
met with the applicant's field biologist on the property to review the delineation. Minor
changes to the delineation were recommended by this Department, with the exception of the
wetland delineation on Lot 11. The changes hav'e been made in the field and the applicant's
representative will be submitting a revised plan to the Conservation Commission for final
approval. Cbanges on Lot 11 still remain un -resolved and I therefore recommend soil testing
activities to be postponed for Lot 11 until verbal approval of the line has been issued by this
Department.
Please be aware, the small isolated wetlands located on Lots 4 & 5 have been enclosed by
flagging in the field and all soil activities should be conducted greater than 100 feet from the
isolated resource areas until it is determined by this Department whether they are subject to
protection under the local bylaw. In addition, a resource area was identified and flagged in the
field off property, southerly of Lot 9. The 100 buffer zone may encroach upon the rear of Lot 9
and all activities should be conducted greater than 100 feet from the flagged resource area.
BOARD OF APPEALS 689-954.1 BUILDING 688-9545 CONSERVATION 688-9530 'HEALTH 688-9540 PLANNING 688-9535