HomeMy WebLinkAboutCorrespondence - 427 WINTER STREET 12/22/1997 NEW ENGLAND mum" m�, SERVICES
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December 22, 1997
Attn: Sandra Starr, Board of Health administrator
North Andover Board of Health
30 School Street
North Andover, MA 01845
Re: Septic System design 427 Winter Street
Dear Sandra:
Enclosed are three sets of revised plans for 427 Winter,Street that have had the following changes
made.
1. Added 50 foot distance to wetlands
2. Added note regarding bedrock in test pit 2
3. Added note regarding Board of Health approval of variance and local upgrade
approval.
If you have any questions please do not hesitate to call.
Sincerely,
Benjamin C. Osgood, .,
J g a Jr.; EIT
"WAS. KER RD. -- SUI.a E 22 , . NORTH ANDOVER MA 01845 — ( 0 ) 686--176
NEW ENGLAND ENGINEERING SERVICES
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Attn. Sandra Starr, Board of Health Administrator
North Andover Board of Health
30 School Street
North Andover, MA 01845
Re: 427 Winter Street septic design
Dear Sandra:
Enclosed you will find three copies of the proposed design plans for 427 Winter Street
along with the soil evaluator sheets. This plan requires one local upgrade approval and
one local bylaw variance. Please reserve a spot on the next Board of Health agenda so
these requested variances and local upgrade approval can be discussed.
If you have any questions please do not hesitate to contact this office.
Yours truly,
Benjamin C. Osgood, Jr., EIT
Enclosures
33 WAI KER RD. SUFM 2 ..... NO Tw1..1 AN[-")OVER, YEA 01845 .... (508) i6-1 X68
I
FORM 11 - SOIL V,'VALUATOR FORM
Page 2 of 3
Location Address or Lot No.
lgv ew
Time
Date:... T
Deep Hole Number v�
/rte: (•,,. . .. e Sto.
Location (identify on site plan) 7 _ .
e b/, — Surfac nes
Land Use ..... rL��.:,.:. :. ,,. . SioP ( f
Vegetation
etation ..... ..... .. . _,.. ,
Landform .:..
.. . ... .. ...
Position on landscape (sketch on the back)
Distances from: feet
Open Water Body feet Drainage way
Possible Wet Area feet Property Line ... ........ feet
Drinking
Water Well .: feet Other
CHEEP OBSERVATION HOLE LOG'
Other Tom-
Peptttfrom Soil Hori2on Soil Texture Soil Color Soil Gould
Surface gnom (USDA) (Munsoli) Mottling (Structure,Stones, rovel)rs, Consistency, `Yo
4, �/3
rz
;,51111111 i3rilifi 114
Parent Matariel(geologic)
pgPthtaDedcock:
bepth to Graundwator: standing Water In the Bole;
Weeping from Pit raae: ---- --
Estimated Seasonal High Ground Water:__, °
'j. ►"
ull APPROVED FORM-12107195 \1e;� �� j � �?.
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Of T. 17. 11397 c: 1TR 1 P -a
FROM R. C. TANGPRD PHONE 110. : 61T —Dd 01
FOR.tvi; 11. - SOIL EVALUATOR CORM
Page Z of 3
1-ocation Address or Lot iJo.
On-si e Review
Deep Hdlg Number Date:., `7 Time:. Weather
Location (identify on site plan) ., 15� . ....:., ...... _..
Land Use �e-47(-4�-- Slope M /. . Surface Stories :`.......:.:.:., • ..;,.
Vegetation �t 4
Landform ...
Position on landscape (sketch on the back)
Distances from:
Open Water Body feet Drainage Way feet
Possible Wet Area feet Property tine . .. ....... ., feet DP'
Drinking Water Well ., feet Other .._...,.,,. ,,:...:.•,.:.:..:.;,
DEEP OBSERVATION HOLE LOG* _
Depth from $all Horizon Soil Texture Soil Color Soil Other
SUrfooe (100hos) (USDA) iMunsall) Mottling (Structure, Stones,Boulders, Consietency, %
Gravel)
11-2 C�491
MINIMUM OF 2 HOLES REQUIREL)A I hv[�KY VMUFIQ�iED DISPOSAL AREA
r
Parent Material (geologic) _ _ Dep1hto8edrock:_ ��"
C)Qp h to Groundwater: Standing Water in the Hole: Weeping from Pit Face:
Estimated Seasonal High Ground Water,
vr;.P APPROVED IFOMI• 12r0719S
NORTH ANDOVER BOARD OF HEALTH
DESIGN REVIEW REPORT
DATE r /x,Aw
FEE: PERMIT ## / %° DATE RECEIVED b !1 97
APPLICANT ��� j��L; /?` MAP PARCEL
ADDRESS ��� f c�10 GL��(;"! LOT # STREET # -i
ENG. 7V �a/lA >Gl/ �;� /C'%/ 6 STREET /ice
ENGINEER' S ADD.
PLAN DATE_ _ ✓11 REV. DATE
CONDITIONS OF APPROVAL LMO,; �j �7-0 (21 LEI
APPROVED DISAPPROVED
REASONS FOR DISAPPROVAL:
PLAN REVIEW CHECKLIST
ADDRESS ✓ .r ,,, f.� /..
ENGINEER
GENERAL
3 COPIES c.m."° STAMP (-'" LOCUS NORTH ARROW SCALE
CONTOURS '" PROFILE (-",,(Sc) SECTION ' "" BENCHMARK SOIL &
PERCS `' ,r - ELEVATIONS WETS . DISCLAIMER-=" WELLS & WETS
WATERSHED?_j"0 DRIVEWAY ° WATER LINE t..�°` FDN DRAIN ' M&P
SCH40 TESTS CURRENT. SOIL EVAL .' )4-)�
SEPTIC T . K
MIN 150OG . 17 INVERT DROP GARB. GRINDER (2 comps +200)
10 ' TO FDN� MANHOLE ELEV GW ## COMPS . GB
D-BOX
.w
SIZE #$ LINES FIRST 2 ' LEVEL STATEMENT
INLET L s�� ,7 - OUTLET_ > Je � _ (2" OR . 17 FT) TEE REQ 'D? , _
LEACHING
MIN 440 GPD. AREA
SERVE R '-'
� 4 ' FROM PRIMARY? 2% SLOPE
� .
..
100 ' TO WETLANDS,/ 100 ' TO WELLS 4 ' TO S ,H GW °° ,,,�� (5 " >2M/IN) ,
20 TO FND & INTRCPTR DRAINS 400 TO SURFACE H2O SUPP
4 ' PERM. SOIL BELOW FACILITY MIN 12" COVER c.. FILL? ( 15 ' )
BREAKOUT MET?
TRENCHES
MIN 440 gpd SLOPE (min . 005 or 6"/100 ' ) SIDEWALL DIST. 3X EFF.
W OR D (MIN 61 ) RESERVE BETWEEN TRENCHES? IN FILL? MUST
BE 10 ' MIN. 4" PEA STONE? VENT? ( >3 ' COVER; LINES >50 ' )
BOT + SIDE - X LDNG = TOT
( L x W x ##) (DxLx2x##) (G/f t2)
Copyright 0 1996 by S.L. Starr '..
PITS
MIN 440 LEACHING MIN 1 ( 13 'x16 ' ) PIT MANHOLE/PIT
GW MIN 4 ' BELOW BOTTOM EXC 2x EFF W OR D 12"-48" STONE
BOT + SIDE x LOAD =TOTAL
(L x W x #) (2x(L+W)xD x #) 7G/ft2)
C11AMBERS
MIN 440 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT
MANHOLES 12"-48" STONE_._.... SPLASH PADS SLOPE , 005
BED/TRENCH (Bed, max. 60 ' X 601 ) MIN 13 ' X 16 ' PIT
BOT + SIDE X LOAD-= TOTAL
(L x W x #) (2 x (L+W)xD x-#) (G/ft2)
FIELDS _
MIN 440 GPD 900 ft2 BED GW MIN 4 ' BELOW BOTTOM OF FIELD
PIPE ENDS JOINED?�.. 4" PEA STONE? DIST LINE SLOPE . 005?
>3 ' COVER-VENT SCH 40 °" MIN 12" COVER
RATE j 1y) ""5 X X ' = TOTAL
L W LDG
DOSING TANKS AND PUMPS
DIMENSIONS X X = PUMP CAPACITY 9pm
L W D Vol .
DISCHARGE SIZE DISCHARGE RATE DISCHARGE TIME
9pm
MANHOLES TO GRADE ALARM SEP . CIRC. GW'- (Min. 1 ' below
inlet) HWL LWL CHECK VALVE BLEEDER HOLE MANUAL
OP . SWITCH ENUF STORAGE?
Copyright Q 1996 by S.L. Starr
Town of North Andover, Massachusetts Form No.3
NORTH BOARD OF HEALTH
Of ...,
9 �
# _
40 0'� DISPOSAL WORKS CONSTRUCTION PERMIT
- - S^GHUSE a
r Applicant_
T NAME ADDRESS TELEPHONE
1a 7 W1
- Site Location
I
Permission is hereby Individual-Soil
y granted to Construct ( ) or Repair ( an Absorption � ,=
�. Sewage Disposal System as shown on the Design Approval S.S. No.
CHAIRMAN, BOARD OF HEALTH -, -
-
Fee
D.W.C. No. gQ
ac
SEPTIC PLAN SUBMITTALS
LOCATION:—- `< 1,U r t k
NEW PLANS: "YE� S60.00/Plan
REVISED PLANS: YES $25.00/Plan
DATE.
DESIGN ENGINEER: —�-
v
When the submission is all in place, route to the Health Secretary
Town of North Andover, Massachusetts F°""No.
C�p0RTFl1 BOARD OF HEALTH
o �
DESIGN APPROVAL FOR
�s34CNusEt� SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant ���.�' � -�" ��� ° Test No
Site Location
Reference Plans and Specs. � � �� IqZ
ENGINEER DESIGN DATE
Permission is granted for an individual soil absorption sewage disposal system to be installed
in accordance with regulations of Board of Health.
CHAIRMAN,BOARD OF HEALTH
Fee 6z Site System Permit No.