HomeMy WebLinkAboutCorrespondence - 385 RALEIGH TAVERN LANE 8/17/2001 SEPTIC PLAN SUBMITTAL FORM
LOCATION: �'�� (ze;tk'c,k ')0-�;ttv "Vie-
NEW PLANS: YES~ $160.00/Plan ice`
REVISED PLANS: YES $ 60.00/Plan
SITE EVALUATION FORMS INCLUDED: YES NO
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DATE: f`i/ 01
DESIGN ENGINEER: Me-L (C2 c X, ^c
DATE TO CONSULTANT: , ?1G)
When the submission is all in place, route to the Health Secretary.
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August 17, 2401
Sandra Starr,Administrator
North Andover Health Department
Town Hall Annex
27 Charles Street
North Andover, MA 01845
Re: 385 Raleigh Tavern Lane,North.Andover, Septic system design
Dear Sandra:
Enclosed are the following documents relative to the above referenced property.
1. 5 sets of design plans, 2 with original signatures.
2. Soil evaluator sheets.
3. Check for the fee.
4. Plan submittal form.
These plans are being submitted for approval. This plan requires a variance and it is
hereby requested that the Board of health approve the following variance.
Allow the septic system to be located in an area where there is only 20" of"C" layer or
pervious material in lieu of the 24"that is required when the system is equipped with a
Fast System.
I would like to further request that,the hearing for the variance be held at the August 30,
2001 Board of Health meeting. I believe the Board can consider this variance prior to the
final approval of the plans by the consultant.
If you have any questions please do not hesitate to contact this office.
Sincerely,
Berf amin C. Osgo , , Jr.,FIT
President
60 d'f:.,ECF4WawrOD DRIVE® rD(:1d�'01"H ANDOVER, MA 01845-.(978)686-1768--(888)359-7645- FAX(9 8)685-1099
CHECKLIST FOR NORTH ANDOVER
a SEPTIC SYSTEM PLANS
N&M Job 1770/ / J
The following is a checklist that incorporates all Title 5 and local regulations for septic plans.
Name of Applicant:() Name of Designer: Oy aP ems=
Plan Date: %G= Revision Date: Date of Review:
Property Address: 7 --'Map: Lot:
B OH Reviewer: z'` Type of Plan(new o upgrade):
Number of Bedrooms in Assessor's Records: '` 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 1 "=40'for plot plan-220(4)
Maximum scale of 1 "=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
Elevation of 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)
y' 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)
cam— 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
G— 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)
l 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(1)
Original R.S./P.E. stamp,signature&date-220(1)&(2)
V i L- If P.E.,discipline specified within stamp. MGL C. 112 s. 81M
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
L RLS plan reference&certification required(prop line setbacks)-220(3)
Use approvals/standards checked for I/A system-DEP docs.,
2
6Yy Pere rate>30 MPI-not allowed for new,LUA for upgrade-245(1)&('3)
– Perc rate>60 MPI-must use modified tight tank or UA technology-245(4)
Proposed system qualifies as "shared" system-002(definitions)
Flow is over 2,000 gpd-No R.S. allowed-220(1)
Design flow was set in accordance with code-203
��– Existing system location and note on proper abandonment-354
—� Leaching facility at least 1' above Base Flood elevation–NA 9.05
All piping Sch 40 minimum–NA 10.01
Basement floor minimum 1' above groundwater elevation–NA 5.04
Foundation drain present with elevation–NA 8.02y
On-site Soil and Groundwater Review
OK Problem N/A
Proper deep observation hole logs.on plan-220(4)(h)
All deep holes and Peres shown,including aborted tests–NA 8.02n
Soil evaluation forms submitted within 60 days of field work-018(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)
�J Ample Pere testing(one in each disposal area, 3 in prim.>2,000 gpd)- 104(4)
Deep hole testing conducted within two years–NA 7.05
t
Hole Identification Numbers:
ground elevation el. Gf
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 C--
separation to refusal
soil class
Pere rate _ter
loading rate rr'
septic tank below g.w.table �f'` (yes or no)
pump tank below g.w.table / (yes or no)
l.f in fill' -255(l)
Setback Distances(Given in feet) 15.21 1
YES NO Is the lot in the Lake Cochiewick Watershed? NA 6.00&5.02
OK Problem N/A
Septic Tank Leach Facility
Property line 10 10
�� Cellar wall 10 20
3
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
rte- 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
i
��- Drains(intercept g.w.) 25 50
�- Foundation drains 10 20
Drains(Other) 5 10
Drywells 20 25
✓ Downhill slope 15'to 3:1 slope
w/o barrier
Building Sewer
OK Problem N/A
Grease trap required for certain uses(check 230 for details)
Pipe diameter listed(4"minimum)-222(1)
Pipe schedule listed-222(3)
Pipe cast iron or Sch 40 PVC-NA 11.02
Watertight joints specified-222(3)&(4)
L- Pipe laid on compact,fin base-222(5)
Pipe laid on continuous grade in straight line-222(7)@
^ Cleanouts precede all changes in alignment and grade-222(8)
L- Cleanout provided every 100 feet-222(8)
�- Manhole at any 90 degree alignment change-222(8)
Invert elevation at building:
Invert elevation at septic tank:
_ Length of run:
Slope: (minimum of 0.01 -0.02 desired)-222(6)
10'offset to private well or suction line-222(2)
3
4
Septic'Tank
OK Problem N/A
- Tank is accessible-228(3)
No structures above tank-(228(3)
z-- 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)
Minimum of 4'liquid depth-223(2)
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(1)
Tees extend 6" above flow line-227(1)
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)
1 childproof,24"riser/manhole w/in 6"of final grade if<1000gpd-228(2)
Inlet and outlet tees on center line-227(1)
Soil compaction below tank specified.(if soil is non-native)-221(2)
6"of<=3/4"stone beneath tank specified-221(2) &22 8(1)
�'- If> 1,000 gpd AND not a single fam.dwell.must be 2 tks or 2 comp.-223(1)(b)
If plan specifies disposal must be 2 tanks in series or 2 compact. tank-223(1)(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(1)
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
—^/10 Tank is set to keep old system in service during install if possible
Distribution Box(Check here if not present: )
OK Problem N/A
Inlet elevation:.
Outlet elevation:
0.17'drop from inlet to outlet(minimum)-232(3)(b)
6" sump(minimum)-232(3)(e)
All outlets at same elevation-232(3)(b)
Outlet pipes laid level for first 2 ft.-232(3)(c)
Pipe Sch 40-NA 10.01
Number of outlets: Number of laterals:
Size of outlets:
Inlet baffle/tee min. 1"over outlet invert for all d-boxes-232(3)(a),
Soil compaction below distribution 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(1)(d)if gravity from d-box)
�°�� Minimum 2"delivery line to d-box if gravity-254(1)(c)
5
Pressure dosed l.f. if flow>=2,000 gpd-254(1)(a) &254(2)(a)
y Cycles per day is consistent with chamber volume-23 1
�r Volume calculations include flowback volume-2') 1(2)
24 hour storage capacity�bove pump on elevation-231(2)
Number of pumps: 2 if system serves>2 dwelling units-231(6)
r% Capacity of pump(s)- gpm @ 'TDH-220(4)(r)
L� Pump can pass 1 1/4 "solids(minimum)-231(7)
Pump controls specified-220(4)(r)
Alarm equipment specified-231(2)
Alarm is in building and powered on separate circuit from pump-2') 1(9)
Pump sequence correct(off-lead on-lag on-alau-n on) -231(8)
_ Pump performance curves included-220(4)(r)
Manual operating switch-NA 12.01
Check valve,bleeder hole-NA 12.01
1 childproof,24"riser/manhole to final grade-2'31(5),
Soil compaction beneath pump chamber specified(if soil is non-native)-221(2)
1G 6"of<=3/4"stone beneath chmbr. specified-221(2) &228(1),
Buoyancy calculations if chamber is at or below water table-221(8)@
_ 9"of cover over chamber(minimum)-228(1)
H- 10 loading(min.)-H-20 if traffic-226(')),
Chamber is watertight-221 (1)
71 Top of chamber<=36"below grade-221(7)
Leaching Facility(general-complete for all designs)
OK Problem N/A
`J 50%larger if garbage disposal-240(4)
Trenches to be used whenever possible-240(6)
No vehicle or imperv. area above 11 unless unavoidable-240(7);NA 13.02
is�qt ted if under impervious cover-241.(1)
ted through same pipes as distribution system-241 (1)(a)
t protected from precipitation/animal entry-241 (1)(b)
is placed beyond traffic or impervious area-24 1 (1)(c)
All lines connected to vent if bed or trenches-241(1)(d)
9" cover over peastone-240(9)
Reserve area provided(new construction)-248(1)
Reserve 4' from primary leach area—NA 9.04
�f 4'(5'if perc rate<=2 MPI)separation to g.w. -212(a)&(b)
4'(down to 2'with variance or UA-upgrades only)of natural soil under U.
4-- GW separation is adjusted to highest existing grade if facility cuts into a hillside
r� �✓a 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 l.f.minimum 0.02 ft/ft-240(10)
Surface&subsurface drainage away from l.f.-240(1 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 T from property line or swale installed-255(2)
--�'—' Impermeable barrier if<3:1 slope or< 15 feet to—3:lslope-255(2)
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)
10'offset from edge of leach facility to edge of ret. wall-255(2)(g)
i
Pere test(s)done in most restrictive layer- 104(2)
s�
Pere test 4' below leaching elevation—NA 7.06
i— Design flow listed and required/provided leach area given-220(4)(f)
Leach pipes SCH404tXC—NA 10.01
Leach pipes minimV4" diameter except for dosed system—NA 14.04
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-231(1)
S
6
Leaching Trenches(Check here if not present: )
OK Problem N/A
Number of trenches:
Minimum of 2 trenches-NA 9.01(2)
Depth of trenches(max eff.2'): -247(1)
Width of trenches(2'min.,4>ax-)" -251 (1)(b)
Length of trenches(100 max.): -25 1 (1)(a)
Trenches are ven -(when>50')-251 (11)
Trenches fol contour lines-251(2)
Trenc�>p cing 3 times effective width or depth minimum-251 (1)(d)
In ll or reserve between trenches, 10'min.-NA 14.01& 14.03
vailable leach area given(Min.500 s.f.)-NA
Bottom=L x W x# = s.f.
Sidewall=L x D x 2= s.f.
Effective leach area given
Loading factor:
Effective area=total s.f.x LTAR = l/day
Effective area is>=d. 'gn flow of facility being served
2"of 1/8"- 1/2"2 ashed peastone.-247(2)
Trench de 3/4" to 1 1/2" double washed stone-247(1)
Leach Fields(Check here if not present: )
OK Problem N/A
OK Number of fields: (need dosing chamber if> 1,231 (1))
Length(100'max.): -252(2)(b)
Width:
Total area:L x W = s.f.
Minimum 900 square feet-NA 9.01(1)
Distribution lines connected with solid pipe—NA 15.01 '
Effective leach area given
Loading factor:
Effective area=total area s.f x LTAR = g/dav
Effective area is>=design flow of facility being served
Minimum of two distribution lines-252(2)(a)
6'line separation(max.)-252(2)(d)
_ 4'maximum separation from edge of field to line-252(2)(e)
10'minimum separation between adjacent leach fields-252(2)(f).
-- Between 6" and 12"of 3/4- 1 1/2" stone beneath field-252(2)(9)&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(l 1)
Grading slopes away from dwelling
f:/office/forms/tonackltr.doc
5/24/01
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25 Bridge Street, Suite 6, Billerica, MA 01821®1023
Voice (978) 667-9736 Fax (978) 671-9565
Email: nm a netway.com
Date August 23 2001
E � i
Town of North Andover "` ' ' (�
Office of the Health Department
Community Development ment and Services Division
27 Charles Street °
North Andover, MA 01845 °'
RE: Subsurface Sewage Disposal System
✓� ._S
Plan.Review, 1770/019A �
385 Raleigh Tavern Lane1
Assessors Map 107A, Lot 121
Dear Members of the Board,
Please be advised that Noonan&McDowell,Inc. has reviewed the plan dated August 16,200 1,
by New England Engineering Services, Inc..
It is our opinion that the proposed design will meet the requirements of Title 5 and the North
Andover Board of Health"By-Laws"if the following is addressed:
On Sheet 1 of 2 identify Town Health Representative present during testing. —
220(4)(h)&(1)
„... ) Disciple should be written adjacent to signature and stamp.-MGL Cl 129.81M
Submit DEP approval documents for secondary treatment (Bio-microbles, Inc.).
4
Existing septic tank should be removed rather than crushed and filled or relocate
proposed D-Box and piping to an area away from existing septic tank.-354
Septic tank shall have the first compartment size of 500 gallons. The second
compartment shall be at least 1000 gallons. See DEP approval.
a" 6) Specify the micro-fast to be 0.5 Model.
---7) Public notification variance hearing is necessary as less than 2 feet of natural
pervious soil exists in accordance with 15.411.
° °°�'8) Final grade over system center elevation should be 102.06 for 2% grade—240.1.0.
) Minimum horizontal distance to 100 feet contour is 17.1 feet for a break-out—
elevation of 100.7. Please revise accordingly, -255(2).
10) 3 inch manifold should have a continuous slope back to pump chamber to ensure
back drain. Revise profile to ensure staggered height of manifold risers and give
manifold a specific scope back in area of leaching system.
Land Surveyors Civil Engineers Environmental Planners
f" .",I) Identify size of riser pipe from 3 inch manifold to lateral pipe.
,/ 12) Provide pressure distribution design calculations for orifice flow and size,
spacing, lateral head loss, manifold head-loss and force main head-loss. This
information should be on 8.5 X 11 paper.
13) Identify location of pressure system cleanouts on plan view.
�e µ,"',_14) Remove General Note 7.
Respectfully,
ohn L. Noonan, P.L.S.-P.E.
Uoffice/forms/tonarev/1770019A
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Land Surveyors Civil Engineers Environmental Planners
2
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IN
September 21, 2001
Sandra Starr
North Andover Health Department
Town Hall Annex
27 Charles Street
North Andover, MA 01 845
Re: 385 Raleigh tavern lane
Dear Sandra:
At your request I am sending this letter as a reminder that I have been scheduled for a
variance hearing for the above referenced property. The hearing was to be scheduled for
your September 27, 2001 meeting. I have enclosed a copy of the notice that was sent to
the abutters and the original mailing receipts as well as the return cards for four of the
abutters.
If you have any questions please do not hesitate to call.
Sincerely,
Benjami C. Osgood, Jr..'
President
60 BE ECHWOOD W'RIV .. NOU1I ANDOVER, MA 01845-(978) 6-1766-(868)359-7645- FAX(97 8)685-1099
PUBLIC NOTICE
Public notice is hereby being given to the abutters of 385 Raleigh Tavern Lane,North
Andover, MA regarding the request of John Sefarian for approval for reductions to the
requirements of the Title 5,the law governing the installation of septic systems in
Massachusetts. The request is being made to allow the installation of a septic system to
replace the existing failed septic system. The following Title 5 Variances are being
requested.
TITLE 5 VARIANCES:
1. Reduction in the required depth of naturally occurring pervious soil below the leach
field from 24 "as allowed with a Fast Effluent Pretreatment System to 20".
The Board of Health will hold a public hearing regarding this request on Thursday
September 27, 2001 at 7:15 PM in the Public Works meeting Room at 384 Osgood
Street,North Andover, MA. If you have questions regarding this hearing you may contact
the Board of Health at 978-688-9540, or contact New England Engineering Services, Inc.
at 978-686-1768.
Town of North Andover a¢ NoRTp q
Office of the Health Department
Community Development and Services Division
27 Charles Street °*4 •-�• °�
North Andover, Massachusetts 01845 9SSA CHUSE��
Sandra Starr Telephone (978)688-9540
Health Director Fax (978)688-9542
October 12, 2001
Ben Osgood
New England Engineering Services, Inc.
60 Beechwood Drive
North Andover, MA 01845
Re: 385 Raleigh Tavern Lane
Dear Mr. Osgood:
This letter confirms that on September 27, 2001, a hearing was held at the regularly
scheduled meeting by the North Andover Board of Health to consider a variance request
for the repair of the septic system at 385 Raleigh Tavern Lane. After due deliberation, the
Board voted to approve the request to allow the proposed septic system area to be placed
in a location with 20 inches of parent material in the C horizon. This 20-inch depth is 4
inches less than the minimum 24 inches required with use of a Fast System.
Please call the Health office at 688-9540 if you have any questions.
Sincerely,
fj
Sandra Starr, R.S., C.H.O.
Health Director
Cc: Homeowners
File
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BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSERVATION 688-9530 NURSE 689-9543 PLANINTING 688-9535
SEPTIC LA SUBMITTAL AL
LOCATION: L
NEW PLANS: YES $160.00/Plan
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YE $ 60.00/Plan
REVISED PLANS
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SITE EVALUATION FORMS INCLUDED: YES NO
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November 6, 2001
Sandra Starr, Administrator
North Andover Health Department
Town Hall Annex
27 Charles Street
North Andover, MA 01845
Re: 385 Raleigh Tavern lane, North.Andover, Septic system design
Dear Sandra;
Enclosed are revised plans pertaining to the septic system design for the above referenced
property. The changes that have been made to the plans are as follows:
1, The town representative present during testing has been identified.
2. Discipline has been written next to the signature of the engineer.
3. DEP approval documents of the fast system are enclosed.
4. Septic,tank has been specified as being removed.
5. Septic tank compartment sizes have been corrected on the fast tank.
6. Micro fast has been specified as the 0,5 Model.
7. The variance hearing has been advertised and variance has been approved,
8. Grades over the system have been detailed.
9. Contour lines have been adjusted to meet the required offset to slope.
10. Manifold invert elevations in the field have been specified on the leach pipe layout
plan view. Profile view specifies minimum slope of manifold pipe.
11. Misers between the manifold and the lateral pipes have been specified as min 3".
12. Pressure distribution design calculations are enclosed.
13. Lateral clean out locations are shown on leach pipe layout plan view on sheet 2.
14. General note#i 7 has been revised.
These plans are being submitted for approval by the Board of Health.
If you have any questions regarding the information submitted, please do not hesitate to
contact this office.
Sincerely,
Benja in C. Osgoo .Ir.,EIT
President
60 BEEC6•VWC°OD DRIVE . t40R TH ANDOVER,R, AMA 01845-(978)686..1'768.,(888)359-7645- FAX(978)685-.1099
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1q, El\/\I ENGLAND ENGINEERING SERVICES
..................................... ................. I N C
November 13, 2001
John Noonan
Noonan and McDowell, Inc.
25 Bridge Street
Billerica, MA 01821
Re: 385 Raleigh Tavern Lane, North Andover
Plan Review
Dear John:
Enclosed are revised plans and calculations for the pressure dosed septic system design
for the above referenced property. Because of the reduced head, the pump was made
smaller and more holes were added in the laterals.
I would appreciate you reviewing the revisions as soon as possible so we can pull a
permit fbr the installation by Thursday. If you have any questions regarding the revised
design please do not hesitate to call.
Sincerely,
2
Benjain C. Osgo , Jr.,r. EIT
President
............ ...........
60 BEECHWOOD DMVE - NOR"rH ANDOVER, MA 01845-(978)686-1768 (888)359-7645- FAX(978)685-1099
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Me 9 INC.
25 Bridge Street, Suite 6, Billerica, MA 01821-1023
Voice (978) 667-9736 Fax (978) 671-9565
Email;
Date November 14, 2001
Town of North Andover
Office of the Health Department
Community Development and Services Division
27 Charles Street
North Andover, MA 01845
RE: Subsurface Sewage Disposal System
Plan Review, 1770, Lot 019A
385 Raleigh Tavern Lane
Assessors Map 107A, 121
Dear Members of the Board,
Please be advised that Noonan& McDowell, Inc. has reviewed the plan dated August 16, 2001,
and revised: August 16, 2001 By New England Engineering Services, Inc.
It is our opinion that the proposed design meets the requirements of Title 5 and the North
Andover Board of Health"By-Laws".
Respectfully,
John L. Noonan, P.L.S.-P.E.
Uoffice/ � /1770019A
t
C
?Cr�0
Land Surveyors Civil Engineers Environmental Planners
Town of North Andover t%ORTOI
Office of the Health Department
° rt
Community Development and Services Division
27 Charles Street
North Andover, Massachusetts 01845 ASS^CNqS�`
Sandra Starr Telephone (978)688-9540
Health Director
Fax(978)688-9542
November 15, 2001
Ben Osgoodu
New England Engineering '
60 Beechwood Drive
No. Andover, MA 01845
Re: 385 Raleigh Tavern Lane
Dear Ben:
This is to notify you that the revised plans dated 11/13/01 for 385 Raleigh Tavern Lane
have been approved.
If you have any questions,please do not hesitate to call the Board of Health Office at
978-688-9540.
Sincerely,
—"-'IJ�-- /
Sandra Starr, R.S., C.H.O.
Health Director
S S/smc
cc: Sefarian
1 File
BOARD OF APPEALS 688-9541 BUILDING 688-9545 CONSFIRVATION 688-9530 NURSE 688-9543 PLANNING 688-9535