HomeMy WebLinkAboutMiscellaneous - 149 MARIAN DRIVE 11/4/2000 CHECKLIST FOR NORTH ANDOVER
SEPTIC SYSTEM PLANS
The following is a checklist that incorporates all Title 5 and local regulations for septic plans.
Name of Applicant:,) /�� �): C k)b>(/';I )Name of Designer:; DLy—,6-'5AIA
Plan Date: Revision Date: Date of Review:
Property Address: �' � �✓�� �' Map: :, ' ` Lot:
BOH Reviewer: I--? Type of Plan(new or upgrade):
Number of Bedrooms in Assessor's Records: gpd)Garbage Disposal Allowed: �'y
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)
L- Maximum scale of 1 "=40'for plot plan-220(4)
_ Maximum scale of 1 "=20'for profile and component details-220(4)
t% 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
t/J Name&address of record owner&applicant- NA 8.02k
r/' 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
t, All dwellings and buildings,existing and proposed-220(4)(c)
v' 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
w' 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)
i 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)
_k: Elevation of percolation tests—N.A. 8.02n
Name of approving authority representative-220(4)(h)&(i)
10 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)
v Complete profile of the system to scale-220(4)(o),NA 8.02c
Cross section of leaching facility-NA 8.02w
y Location of benchmark(s)within 50-75 feet of facility-220(4)(q)
'W Note listing all variance requests with proper citations-220(4)(p)
Local upgrade approval request form submitted-4030)
Original R.S./P.E. stamp, signature&date-220(1)&(2)
2
IfP.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.Win 150'of system—NA 8.02r
U Wetland disclaimer—NA 8.02s
Land surveyor plan reference required(property line setbacks)-220(3)
Plan contains designer's certification statement
Use approvals/standards checked for I/A system -DEP dots.,
Perc rate>30 MPI-not allowed for new,LUA for upgrade-245(1)&('3)
Perc rate> 60 MPI-inust use modified tight tank or I/A 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
i-' 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
y/ 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)
i,1 Ample deep observation holes in primary disposal area(minirnurn 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
Hole Identification Numbers:
ground elevation el. ` ` , „
acceptable soil e1. 111V 1 F '
Leach facility invert el. a / Ws", "I"
ground water e1. .a
refusal el. ` , wb
bottom of leach facility el. / : -
thickness of acceptable soil
before&after soil R&R.
separation to groundwater "
separation to refusal w
soil class _..,
perc rate
2
3
loading rate
septic tank below g.w.table (yes or no)
pump tank below g.w. table (yes or no)
l.f in fill -255(1)
Setback Distances(Given in feet) 15.21 1
OK Problem N/A
/ID Is the lot in the Lake Cochiewick Watershed? NA 6.00&5.02
Septic Tank Leach Facility
L Property line 10"gym 10
E� Cellar wall 10 20
Inground pool 10 20
Slab foundation 10 10
t,/ Deck, on footings, etc. 5 10
1, Waterline 10 10
Private drinking well 75 100
Irrigation well 75 100
Wetlands 75 100 d
v�
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
i/ 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
w/o barrierJ�Y
3
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f[V •rM 01 spLIoa.tanopUV ujJoN aaeo alsum podsuril 01 aapao ut ullt'aH3o parog atll Xq
pailtuuad aq Tsnut s;)=duzoo.2ugonaZ •,(Iiou RIy�l ails tlot;aa of spuoi aanopuV uljoN
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---uoiToas
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4
Buildfi'� Se�v��•
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)
Pipe laid on compact,fin base-222(5)
Pipe laid on continuous grade in straight line-222(7 )
rA 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:
Invert elevation at septic tank C.` '
r Length of run:
Slope: (minimum of 0.01 -0.02 desired)-222(6)
10'offset to private well or suction line-222(2)
S�t�tic Iank
OK Problem N/A
Tank is accessible-228(3)
. -- Tank can accommodate both primary&reserve—NA 9.04
c— 200%of flow(required&provided given. 1500 min.)-220(4)(0&223)(1)(a)
2-3"drop f•on7 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)
L„,, Access manhole cover above center of tank&each tee(except 2 compart)
228(2)
3-20”manholes-228(2)
I childproof,24"riser/manhole to 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 d AND not a single fam.dwell.must be 2 tks or 2 corn 223 1 b
gp g p�° ()( )
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- 1 0 loading(min.)-H-20 if traffic-226(3)
Tap of tank<-36" below grade-221(7)
' All pumping to tank(if applies)in accordance with-229
Tank is set to keep old system in service during install if possible
4
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•aanopuy
q?poN u-Onoaul alsL,nw podsural of Ituuad Xurduroo ouI jo Xdoo u XjjL'o Isnuz sxonal
iii' 'IHW of spLloa aanopuV gljoN.rano alsm podsulmal 01 aapao ui glleOHJo paVog auj Xq
papiuuad aq Tsnuz saruuduzoo Bur4oniZ Ili
ionj rdW auk uonaa 01 spuoa aanopuV uIJoN
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---uol oas
`2 IIVNJo uorIniOIA ui si Xuudwoo inoX asnnooq noX of um!i? l3utaq si aaXp srgd
5
Tight 'Taub(Check here if not present: . )
OK Problem N/A
_ 500%of deisgn flow or 2000 gallons provided—260(2)(a)
3-20"manholes—228(2)
Soil compaction below tank specified(if soil non-native)—221(2)
6"of<=3/4"stone beneath tank specified—221(2)&228(1)
Buoyancy calcs. Required if tank at or below water table—221(8)
Tank is watertight—221(1)
9"of cover over tank specified(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
A/V alarm set at 3/5 tank capacity—260(2)(c)
Min. 1-24"frame w/cover at finished grade—228(2)(f)
Year round access for pumping—228(2)(g)
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)
71 All outlets at same elevation-232(3)(b)
Outlet pipes laid level for first 2 ft. -232(3)(c)
Pipe Sch 40-NA 10.0 1,
r
Number of outlets: r Number of laterals:
Size of outlets:
Inlet baffle/tee mi.n. I"over outlet invert for all d-boxes-232(3)(a),
r.f�f Soil compaction below distribution box specified(if soil is non-native)-221(2)
6"of stone beneath distribution box specified-221(2)
BoN 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: 11-'Y)0 220(4)(r)
Pump on elevation- ' °`. `, "" 220(4)(x)
Pump off elevation: Y" 220(4)(x)
Alarm on elevation: _ 220(4)(r)
Number of cycles per day-220(4)(r)(also 254(1)(d)if gravity fi°om d-box) /
Minimum 2"delivery line to d«box if gravity-254(1)(c)
Pressure dosed I.f 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)
s 24 hour storage capacity above pump on elevation-231(2)
Number of pumps:_� 2 if system serves>2 dwelling units-231(6)
5
Town of o . Andover ��11
Office of the Zoning Board of Appeals a V4 p
Community Development and Services Division
William J. Scott, Division DirectorQu
27 Charles Street
D, Robert Nicet{
North Andover,Massachusetts 101845 Telephone (978) 688-9541
�
Building Corrnnissiorrer Fax(978) 688-9542
In-House distribution (decisions
►:
Assessors Office/Town Half
Building Commissioner/Building Inspector/Mr. Nicetta/Mr. McGuire
Conservation Dept./Charles St.
DPW/Mr. Rand
Fire Dept./Chief Dolan
Health Dept./Ms Starr
Planning Dept./Ms Griffin
Police Dept./Chief Stanley
Town Manager/Town Hall (via E-MAIL)
Town Attorney/Thomas Urbelis (via hard copy)
Surrounding Town distribution (legal notices and/or decisions):
Planning Dept. c/o Ms Griffin
Andover/Planning Dept.
Boxford/Planning Dept.
Haverhill/Planning Dept.
Lawrence/Planning Dept.
Methuen/Planning Dept.
Middleton/Planning Dept.
North Reading/Planning Dept.
This distribution is provided by the office of the North Andover, Zoning Board of
Appeals.
ml/distribution
BO,;\RD OI-',APIIErI[.,8 688-9541 I UILUNiG 688&9545 CONSERV-ATIOiN 688-9530 IIFA[;I'H 688-9540 PL';kNitING 689-9535
6
Capacity urn s)-
� gp►'n @ �``, 'TDH-220(4)(r)
p Y o p p(
Pum p cit (can ass 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-alan-n on)-231(8)
Pump performance curves included-220(4)(r)
Manual operating switch-NA 12.01
Check valve,bleeder hole-NA 12.01
I childproof,24"riser/manhole to final grade-2'31(5),
Soil compaction beneath pump chamber specified(if soil is non-native)-221(2)
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(l)
H- 10 loading(min.)-H-20 if traffic-226(')),
Chamber is watertight-221 (1)
Top of chamber<=36"below grade-221(7)
Leachi (general-complete for all designs)
OIL Problem N/A
., 50%larger if garbage disposal -240(4)
�....-'"- Trenches to be used whenever possible-240(6)
No vehicle access or imperv. area above 1.£unless unavoidable-240(7)
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)
tNP Vent is placed beyond traffic or impervious area-24 1 (1)(c)
rt 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' fi•om primary leach area—NA 9.04
_ 4'(5',ifperc rate 2 MPI)separation to g.w. -212(a)&(b)
4'(down to T with variance or I/A-upgrades only)of natural soil under I.E. t,
. GW separation is adjusted to'highest existing grade if facility cuts into a hillside
Pipe slope minimum of 0.005-251(9)
E
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(l 0)
subsurface drainage y 40( l)&245(5)Mn mum desr g oflow 440 d away deed restriction 13.01
3.i slope where grading required 255(2) Vc,y , :, E a A,
kwµ 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:lslope-255(2)
Impermeable barrier/r etairrng 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)
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 1.0.01
Leach pipes rninirnum 4"diameter except for dosed systern—NA 14.04
Leach lines capped,vented,or connected together-251(9)
Pressure dosing guidance followed if pressure distribution-254(2)(c),
6
Town of North Andover
R E C E I E*'O ��o��t �o bbNaG
JOYCE BRA�?SiiArsl Office of the Zoning Board of Appeals o
TOWN CLERCommunity Development and Services Division
NORTH ANDOVER
William J. Scott,Division Director
C'
Z�Of ��R � � A ��� � �
��S$A �S�
27 Charles Street CHUS
North Andover,Massachusetts 01845 one Tele h 978 688-9541
D. Robert Nicetta P ( )
Building Commissioner Fax (978) 688-9542
Any appeal shall be filed Notice of Decision
within(20)days after the Year 2001
date of filing of this notice
in the office of the Town Clerk. Property at: 402 Sutton Street
NAME: Vincent Funaro DATE: 4/11/2001
ADDRESS: 402 Sutton Street PETITION: 008-2001
North Andover,MA 01845 HEARING: 4/10/2001
The North Andover Board of Appeals held a public hearing at its regular meeting on Tuesday,April 10,
2001 at 7:30 PM upon the application of Vincent Funaro,402 Sutton Street,North Andover,MA
requesting a dimensional Variance from Section 7,Paragraph 7.3 of Table 2,for relief of a side(East&
West)setbacks and rear setback and for a Special Permit from Section 9,Paragraph 9.2 to allow for the
extension of a pre-existing non-conforming structure on a pre-existing non-conforming lot,to construct an
addition of a downstairs bath,a proposed attached garage with a family room over the garage within the R-
4 zoning district
The following members were present: Walter F. Soule,Robert Ford, Scott Karpinski,Ellen McIntyre,
George Earley.
Upon a motion made by George Earley and 2nd by Robert Ford the Board voted to GRANT a dimensional
r Variance for relief of a side setback of 11',and a rear setback of 10'and to GRANT a Special Permit to
allow for a proposed addition of a downstairs bath,and a proposed attached garage with a family room over
the garage on a pre-existing,non-conforming structure on a non-conforming lot,and that the present
existing garage be demolished. In accordance with the Plan of Land by: Scott L. Giles,PLS,#13972,50
Deer Meadow Road,North Andover,MA 01845,dated:2/4/2001, In accordance with the architectural
drawing by;P.R. Boucher Builders,LTD,dated 2/23/01. Voting in favor: WFS/RF/SK/EM/GE.
The Board finds that the petitioner has satisfied the provisions of Section 10,paragraph 10.4 of the Zoning
Bylaw and that the granting of these variances will not adversely affect the neighborhood or derogate from
the intent and purpose of the zoning Bylaw.
The Board finds that the applicant has satisfied the provisions of Section 9 Paragraph 9,2 of the zoning
bylaw and that such change,extension or alteration shall not be substantially more detrimental than the
existing structure to the neighborhood.
Furthermore,if the rights authorized by the Variance are not exercised within one(1)year of the date of the-
grant,it shall lapse,and may be re-established only after notice,and a new hearing. Furthermore,if a
Special Permit granted under the provisions contained herein shall be deemed to have lapsed after a two(2)
year period from the date on which the Special Permit was granted unless substantial use or construction
has commenced, it shall lapse and may be re-established only after notice,and a new hearing.
Town of North Andover
Board of Appeals,
Walter F. Soule,acting Chairman
Ml/Decisions2001/9
BOARD OF APPEALS 688-954t BUILDING 688-9545 CONSERVATION 688-9530 HEALTH 688-9540 PLANNING 688-9535
7
Pressure dosing required over 2,000 gpd or with I/A remedial use-231(1)
Leaching T rereches(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(l)
Width of trenches(2'min.,4'max.): -251 (1)(b)
Length of trenches(100'max.): -25 1 (1)(a)
Trenches are vented(when>50')-251 (11)
Trenches follow contour lines-251(2)
Trench spacing 3 times effective width or depth-251 (1)(d)
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# = s.f
Sidewall=L x D x# x 2= 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
2"of 1/8"- 1/2"2x washed peastone.-247(2)
Trench depth of 3/4"to 1 1/2"double washed stone-247(1)
Leaching Pits(Check here if not present: l )
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(1)(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
Effective area is>=design flow of facility being served
Minimum of 2 pits at least 13'X 16'—NA 9.01(3)
Distribution for galleries/chmbrs. in trench eonfig. -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(1)(c)
2"of 1/8"- 1 /2"2x washed peastone.-247(2)
3/4"to 1 1/2"double washed stone-247(1)
Each pit has at least one 20" access cover.24"Cl to grade over 2,000 gpd
-253(3)
Surrounding aggregate thickness between P(min.)and 4'(max.)-253(1)(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> 1,231 (1))
Length(100'max.): -252(2)(b)
Width;
7
8
Total area:L x W S.f 1,6
Minimum 900 square feet-NA 9.01(1)
Distribution lines connected with solid pipe—NA 15.01
Effective leach area given
Loading factor:
V Effective area=total area j3")'/ 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 fi•oin edge of field to line-252(2)(e)
d..-~m°" 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)(g)&247(2)
2"of 1/8"-1/2'",2xwashed peastone.-247(2)
8/28/98
8