HomeMy WebLinkAboutCorrespondence - 1030 JOHNSON STREET 11/1/2202 ...............
NEW ENGLAND ENGINEERING SERVICES
I N C ..........
November 1, 2002
Sandra Starr, Administrator
North Andover Health Department
Town Hall Annex
27 Charles Street
North Andover, MA 01845
Re: 1030 Johnson Street,North Andover, Septic system design
Dear Sandra:
Enclosed are revised septic system design plans for the above reference property. The
following changes have been made. Each item below is numbered to correspond to the
item number in the letter from John Noonan dated October 25, 2002.
1. The trenches have been labeled on the plan view.
2. The 95 contour has been added. Side slope protection is provided for trench I using
the barrier.
3. The 89 contour has not been added to the plans, however the bottom of the barrier has
been revised to elevation 86 to provide the proper bottom elevation of the barrier.
4. The soil logs have not been revised. The Board of health reviewed the soil notes at
the time of soil testing and it was determined that our notes were adequate.
5. There are no wetlands within 150 feet of the septic system. General note# 6 has been
revised to indicate this fact.
6. The size, slope, inverts, and material of the building sewer have been added.
7. The 9" minimum and 36" maximum cover have been added to the plans.
8. The profile has been modified to indicate the first two feet of pipe from the d box are
to be set level.
9. The actual slope of the pipe from the d box to the tank has been indicated on the
plans.
If you have any questions regarding the information submitted, please do not hesitate to
contact this office.
Sincerely,
Benjamin C. Osgood, 7/r,'EIT
President
60 BEECHWOOD DRIVE- NORTH ANDOVER, MA 01845-(978)686--1768-(888)359-7645-FAX(978)685-1099
..............
I
SEPTIC PLAN SUBMITTAL FORM
LOCATION: _/0 �3 0 A..0 a e'
i
NEW PLANS: YES $160,00/Plan
i
REVISED PLANS: / YES $ 60.00/Plan
SITE EVALUATION FORMS INCLUDED: YES K9:)
DATE: �� z
DESIGN ENGINEER:DATE TO TO CONSULTANT:
When the submission is all in place, route to the Health Secretary.
Mr
NEW ENGLAND ENGINEERING VI
INC
l t
November 1, 2002
Sandra Starr, Administrator
North Andover Health Department
Town Hall Annex
27 Charles Street
North Andover, MA 01845
Re: 1030 Johnson Street,North Andover, Septic system design
Dear Sandra:
Enclosed are revised septic system design plans for the above reference property. The
following changes have been made. Each item below is numbered to correspond to the
item number in the letter from John Noonan dated October 25, 2002.
The trenches have been labeled on the plan view.
�../ . The 95 contour has been added. Side slope protection is provided for trench 1 using
the barrier.
� . The 89 contour has not been added to the plans, however the bottom of the barrier has
been revised to elevation 86 to provide the proper bottom elevation of the barrier.
t,/4. The soil logs have not been revised. The Board of health reviewed the soil notes at
the time of soil testing and it was determined that our notes were adequate.
,,,5. There are no wetlands within 150 feet of the septic system. General note# 6 has been
revised to indicate this fact.
L,A The size, slope, inverts, and material of the building sewer have been added.
7. The 9" minimum and 36" maximum cover have been added to the plans.
8. The profile has been modified to indicate the first two feet of pipe from the d box are
e�' to be set level.
�/5. The actual slope of the pipe from the d box to the tank has been indicated on the
plans.
If you have any questions regarding the information submitted,please do not hesitate to
contact this office.
Sincerely,
Benlariin C. Osgood, r., EIT
President
60 BEECHWOOD DRIVE-NORTH ANDOVER, PEA 01845-(978)686-1768-(888)359-7645- FAX(978)685-1099
I
i
Mc DOWELL, INC.
25 Bridge Street, Suite 6, Billerica, MA 01821-1023 j
Voice (978) 667-9736 Fax(978) 671-9565
Email: g.n7li> ,cnver ent,. aet
October 25, 2002
Town of North Andover
Office of the Health Department 1
Community Development and Services Division w
27 Charles Street
North Andover, MA 01845
RE: Subsurface Sewage Disposal System
Plan Review, 1770A/015
1030 Johnson Street
Assessors Map 107A, Lot 65
Dear Members of the Board,
Please be advised that Noonan&McDowell, Inc. has reviewed the plan dated October 8, 2002,
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:
1- Label trench 1 & 2 on plan view.
2- Add 95 contour to demonstrate side slope protection for trench 1.
3- Add 89 contour to demonstrate that impervious barrier extends 1 foot minimum
into naturally occurring pervious material (ie C horizon)
4- Soil logs and perc test logs don't match Board of Health records.
5- Identify wetlands within 150 feet of system NA 8.02
6- Provide type of pipe, slope, size and beginning and ending inverts of building
sewer 222 (3)
7- Identify 9 inch minimum cover over septic tank and 36 inch maximum, 228(1).
8- Identify on profile that pipes out of"D" Box are level for first two feet 232(3).
9- Provide actual slope of pipe from septic tank to "D" Box.
Respectfully,
FJohn L. Noonan, P.L.S.-P.E,
F:office/BOH/1770A-015
Land Surveyors Civil Engineers Environmental Planners
, INC.
25 Bridge Street, Suite 6, Billerica, MA 01821-1023
Voice (978) 667-9736 Fax (978) 671-9565
Email: nm @netway.com
Date A�. " " V IC-.-.....
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 ^ �
Assessors Map 02,of^ Lot 5""
Dear Members of the Board,
Please be advised that Noonan &McDowell,Inc. has reviewed the plan dated
by
It is our opinion that the proposed design will meet the requirements of Title 5 and the Northa
Andover Board of Health `By-Laws" if the following is addressed:
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Respectfully, i
P
John L. Noonan, P.L.S.-P.E.
G:office/forms/tonarev
,�„ 7.
Land Surveyors Civil Engineers Environmental Planners
-
CHECKLIST FOR NORTH ANDOVER
8��CS�T�6�A�
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The following is ucbeckUot that incorporates all Title 5 and local regulations for septic plans.
Name ofApplicant: Nanie*Z>eoigoer:
P&uDate: RevakonDate: Date ofReview: 46-z
Property Address: A.,2 Map: /� ZA/ Lot:_��~�____
BOH Reviewer: 4. Type of Plan(new or 9
Number of Bedrooms ��uordn�_��� 8yd)8uzbuA�D�poumJ�dknx�d� ���_�'
General Information: N.A.=North Andover Septic Regulations Other numbers refer to Title 5
0K Problem N/A
Street number and map/lot-22O(4)(u)
Maximum scale ofl "=40'&o plot plan-22O(4)
Maximum scale ofl "=2O'foo profile and component details-220(4)
Legal boundaries of the facility being served'220(4)(u)
Names of abutters from recent tax map' NA 8.02j
Number of bedrooms,design culom.,-NA8.O2i
Name di address nf record owner 8i applicant' NA 8.02k
Name 6i address nf designer-NA8.02l
—��-�---- ___
Holder and location of all easements'220(4)(b)
Date plan drawn&c any revision date- NA8.02m
~~=~-
All dwellings and buildings,existing and proposed'220(4)(c)
Location of all existing o«proposed impervious areas-22U(4)(d)
All distances on site plan-NA8.02u'c
Elevation uf proposed driveway'NA8.02t
Location and elevation of foundation drain'NA8.O2y ~
Location and dimensions of the system incl. serve(new conoC.)-22O(4)(c)
Limits of excavation of leach area on site plan-NA8.02z
Locus plan-220(4)(t) (Not tnscale)
North arrow-2%O(4)(8)
Existing and proposed contours 220(4)(g)
==°
Locations and logs of deep holes 220(4)(6)
Locations and logs of percolation tests'220(4)(i)
�--- Date(x)of soil testing-220(4)(6)8t(i)
Existing grade elevation of each deep hole'22O(4)(6)
Elevation of percolation tests-N.A. 8.82o
Name nf approving authority representative-220(4)(b) 6L(i)
Name of soil evaluator-220WQO)
-��
Soil logs and yern test logs match BOBrecords
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 N scale-ZlO(4)(n).NA8.02c
Cross section ofleaching facility'NA8.02vv (Not 0nscale)
A-_ lucudonof6eucbouorb(u)pidbiu5O-75b:otofbcdity-220(4)(g)
Note listing all variance requests with proper citations-22O(4)(p)
Local upgrade approval request form submitted-4O3(l)
Original B.S./P.B.stamp,signature 6L date'220(D&(2)
IfP.B.,discipline specified within stamp. M[LC. 112m. 81M
sfc.supplies(v/in40O'),pub.wells(*6u250'),pvt. woDo (w/in 150`)-220(4)(
Location of watercourses, woduudo`wells,etc. n6o 150'of o}mtom-NA 8.02r
��--
Wetland disclaimer-NA8.U2m
IQL3 plan reference&oordficudoo required(prop line setbacks)-220(3)
Use approvals/standards checked for DA system-I)BPdoca.'
3
—�~
Inground pool lO 20
Slab foundation lO 10
Deck,oo footings,etc. 5 10
Waterline lU 10
Private drinking well 75 100
Irrigation well 75 180
Wetlands 75 100
�--
Public well 400 400 �
W�luoda6ocdedng'_'--'- 158
�
water Supply cr trib.(in Wakz��±�~�—
—47— Td6.ToSurface Water supply 325 325
Reservoirs 400 400
Tributaries toreservoirs 200 200
~~
Drains(wu .anpp|y/trib.) 50 100
Drains(intercept A.vv.) 35 50
��.
Foundation drains 10 28
Drains(Other) 5 lO �
Dcywulu 20 25 |
Downhill slope 15'tn 3:1 slope '
w/o barrier �
Building Sewer
�
OK Problem N/A
Grease trap required for certain uses(check 23Ofor details)
Pipe diameter listed(4"minimum) 222(D
Pipe schedule listed-222(3)
Pipe cast iron orSc640 PVC—NA 11.0
Watertight joints specified-222(3)Jt(4)
Pipe laid oo compact,fin base-222(5)
Pipe laid oo continuous grade in straight line-222(7)@
C>eanuum precede all changes io alignment and grade-222(8)
C��uooutpno�d�dnv�cy1U0��ot-222(8)
—����---- ---- |
___ Manhole uc any VO degree alignment change-222(8) |
Invert elevation uL building:
__________
Iovor elevation mL septic tank:
___________
[eog¢6of run:
____________
8lope: (minimum uf0.Ol -0.02 desired)-223(6)
l0'offsetWprivate well nc suction line-222CQ
3 |
/
i
5
Pressure dosed l.f.if flow>=2,000 gpd-254(1)(a) &254(2)(a)
Cycles per day is consistent with chamber volume-23 1
Volume calculations include flowback volume-2') 1(2)
" 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) j
Pump controls specified-220(4)(r)
Alarm equipment specified-231(2) _
q ( - 1a n on -231 u,)
I is m building and powered on separate ci ui -from pump-2') 1(9)
Pu se sequence correct off-lead on-lad orr ) (8)
Pump pbr�Ormance curves includedt":220(4)(r)
Manual operN switc, N , 12.01
Check valve,b e t iole-NA 12.01
1 childpr f',24"risers ole to final grade-2'31(5),
Sol,cdmpaction beneath p�„unchamber specified(if soil is non-native)-221(2)
6"of<=3/4"stone beneath chrnb . ecified-221(2)&228(l),
an Buoyancy calculations if chamber is"hQr below water table-221(8)@
9" of cover over chamber(minimum)-2
H- 10 loading(nun.)-H-20 if traffic-226('))
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 U.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(1)(d)
9”cover over peastone-240(9)
Reserve area provided(new construction)-248(1)
Reserve 4' from primary leach area—NA 9.04
4'(5'if Pere rate<=2 MPI)separation to g.w.-212(a)&(b)
4'(down to 2'with variance or UA-upgrades only)of natural soil under l.f.
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 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)
�Vu Toe of fill slope stops 5'from property line or swale installed-255(2)
m Impermeable barrier if<3:1 slope or< 15 feet to—3:1slope-255(2)
Impermeable barrier/retaining wall poured concrete—NA 9.02
'7 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)
Pere test(s)done in most restrictive layer- 104(2)
Pere 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
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)
5
i
Project Request Record
Town of North Andover 1
Date: a m/ ._
Client Id:ToNA Card Id:ToNA Client/Company Na rd of Health t
Card Type-Client
l
Contact Name: Ms.Sandra Starr Phone: 978-688-9540
Title:Director Fax: 978-688-9542
Address: 27 Charles Street Email: sstarr @townofnorthandover.com
Notes:
Town: North Andover
State: MA Zip Code: 01845
Other contacts if applicable:able to En gine nstaller
Name:
Phone: S- ell",
�
Title: Fax:
Address: Email:
Notes:
Town:
State' Zip Code:
Praiect:
Project Id: 1770*,+6y Project Title: Town of North Andover Board of Health
(JOB NO) (PROJECT NAME&STREET ADDRESS)
Manager:NOW Billing Group: Billing Cod:Fixed Fee, /',f
Contract Info.Project Description for each billing group
BG/- Applicant
Assessors Man /0 "" 1 Lot Street
Type of service ,
Officedorms/j brquton a
1
SEPTIC PLAN SUBMITTAL
LOCATION: /0 3') w r
NEW PLANS: S $160.00/Plan
REVISED PLANS: YES $ 60.00/Plan
SITE EVALUATION FORMS INCLUDED: YES-) NO
DATE: 1 �
DESIGN ENGINEER: ^,c, e- ' oo j° `, e e a-t d,q
ATE TO CONSULTANT:
D _.. ..
When the submission is all in place, route to the Health Secretary.
9
------------....... ............------w......-,............................. ---------------- . ........ .........
NEW ENGLAND ENGINEERING SERVICES
IN C ..................
October 8, 2002
Sandra Starr,Administrator
North Andover Board of Health
27 Charles Street
North Andover, MA 01845
Re: 1030 Johnson Street, Septic system design
Dear Sandra:
Enclosed you will find the following documents pertaining to the above referenced
property.
1. 5 sets of septic system design plans.
2. Application for approval.
3. Draft Soil evaluator sheets.
4. Check to cover the fee for approval.
If you have any questions or need additional information please do not hesitate to contact
this office.
Sincerely,
"4
Benjardin C. Osg000Jr.,EIT
President
60 BEECHWOOD DRIVE- NORTH ANDOVER, MA 01845-(97 3)686-1768-(888)359-7645- FAX(978)685-1099
............................... ..............