HomeMy WebLinkAboutMiscellaneous - 743 WINTER STREET 10/4/1996 Town of North Andover RTH
OFFICE OF p x +o nbp
COMMUNITY E E I, I' ENT AND SERVICES
146 Main Street * x
North Andover, Massachusetts 01 Rd5 � °p,,,o•"'"t�
WUILIA.M J. SCOTT �sSACwus��
Director _n
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October 4 1996 '"
Mr. Michael O'Neill
Suite 7, 246 Main Street 114 � ,n
North Reading, MAO 1864
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Re: 743 Winter Street °
Dear Mr. O'Neill:
This is to inform you that the proposed plans for the site referenced above have been
disapproved for the following reasons:
1, No wetlands disclaimer (N.A. 6.02 O)
2. No reserve area(N.A. 2.23).
3. 4 inch of pea stone required (N.A. 18.05),
4. Minimum 12 inch of stone required under SAS lines (N.A. 18.05)
5. No check valve, bleeder hole or manual operating switch on pump (N.A. 6.02t)
add audible alarm.
6. Add note: "The excavation of topsail, subsoil and other impervious material
shall extend at least 6 inches into the natural pervious material" (N.A. 2.18).
7. What is bottom elevation of pert test?
8. Vent should have screen.
If you have any questions, please do not hesitate to call the Board of Health Office at the
number below.
Sincerely,
Sandra Starr, R.S.;
Health Administrator
BOARD OF APPEALS 688-9541 BLIII.DING 688-9545 CONSERVATION _____._ 9535
O'Neill Associates I�I�
Civil Engineers and Land Surveyors IMETTELn] W M&MMUMI
246 Main Street, Suite 7
NORTH READING, MA 01864
DATE JOB NO. ''.....
(508) 664-6141 Fax(508)664-5142 ATTENTION
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TO RE:
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WE ARE SENDING YOU "Attached ❑ Under separate cover via the following items:
y ❑ Shop drawings , rints > Plans ' `❑ Si' 1 ;' '1 Specifications
❑ Copy of letter ❑ Change order ❑
COPIES DATE NO. DESCRIPTION
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THESE ARE TRANSMITTED as checked below:
>(For approval ❑ Approved as submitted ❑ Resubmit copies for approval
❑ For your use [I Approved as noted ❑ Submit copies for distribution
❑ As requested ❑ Returned for corrections ❑ Return corrected prints
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For review and comment E]
❑ FORBIDS DUE 19 ❑ PRINTS RETURNED AFTER LOAN TO US
REMARKS ..I � w �' - �� �'Cc' W" .� <E,,-,1"Z i; 'w..S CES -k r'° S
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COPY TO
SIGNED:
If enclosures are not as gated,kindly notify us at once.
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NORTH ANDOVER BOARD OF HEALTH
DESIGN REVIEW REPORT
FEE : PERMIT # DATE RECEIVED
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APPLICANT , :::F MAP PARCEL
ADDRESS LOT # STREET #
ENG. "'/ p ' s', ^ .� STREET
ENG. ADDRESS.'
PLAN DATE C-,f ` REV. DATE
CONDITIONS OF APPROVAL
APPROVED DISAPPROVED
REASONS FOR DISAPPROVAL: r °
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O'Neill Associates
Civil Engineers and Land Surveyors
of
146 Main Street, Suite 7
October 23,1996 North Reading, MA 01864
(508) 664-.8141 FAX (50€3)664-814
Ms. Sandra Starr, R.S.
Health Administrator
Town of North Andover c
Office of Community Development and Services
146 Main Street
North Andover, MA 01.845
Re: 743 Winter Street
Dear Ms. Starr,
Enclosed please find three sets of plans titled, Proposed Subsurface Septic
Disposal System, 743 Winter Street,North Andover,Massachusetts, latest revision date
10-8-96.
The plans have been revised to reflect the comments in your letter dated October 4, 1996:
Comment 1. Sheet 1, See General Notes,Note 4
Comment 2. Sheet 1, See General Notes,Note 12
Comment 3. Sheet 2, See Detail of Leaching Facility
Comment 4. Six inches of stone has been provided.
A variance from Section 18.05 of the Town of North Andover regulations requiring a
minimum of 12 inches underneath the system is requested. The system is designed and
the proposed grading meets Title 5 requirements regarding providing the break out set
backs. Because of the site area limitations, raising the grade an additional 6 inches to
allow for 12 inches of stone would require installing reinforced concrete retaining walls
to meet Title 5 requirements. This will add substantially to the cost of replacement of the
existing system proposed. The estimated cost of the replacement is $10,000 prior to
making the current revisions to the plans.
Comment 5. See Pump System Detail,Note 4. No check value or bleeder hole
has been provided since the back flow to the pump chamber after each cycle is only 7
gallons. See Note 1.
Comment 6. See Sheet 1, General Notes, Note 1.
Comment 7. See Sheet 2, Soils Testing
Comment 8. See Sheet 2, Vent System Detail.
Enclosed is a check for the amount of$25.00 for reviewing the resubmitted plans.
If you have any further questions please do not hesitate to call.
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Very Truly Yours,
Es- w,.... D
Michae O'Neill P.P.E. "`°
Jahn Hancock Mutual Life Insurance Company
Corporate Compensation
John Hancock Place
P.O.Box 111
Boston,Massachusetts 02117-0111 fina4t,., s
Telephone(617)572-6783
Fax(617)572-6336
Lynette D.Carpenter
Executive Compensation Consultant
October 25, 19967 ,
Sandy Starr,Environmental Engineer
Board of Health -Town of North Andover
146 Main Street
North Andover,MA 01845
Dear Ms. Starr:
We have delayed the signing of our Purchase and Sale agreement on our residence,pending approval of the
engineering drawings for the repair of our septic system. We still see no evidence of failure and hope that the
diagnosis is correct. Mike O'Neill,the engineer we hired,appears to be very knowledgeable,but is not very
thorough in following through on commitments. You originally visited our property in April, did not see any
evidence of a proposed drawing until August,and are now reviewing revised drawings in October.
We are scheduled to close on the sale of our residence on December 31, 1996. We hope to have the repairs of
the septic system done prior to the closing. Sandy, can you issue a satisfactory Title W certificate if the lawn is
not seeded and loomed. Does the weather this time of year prevent seeding and looming?
We appreciate your review and approval of the revised plans. Our delayed P& S date is scheduled for the
31 th of October. Either myself or our engineer will attempt to reach you on October 30th. Our engineer had
promised he would have the revised plans to you last week. I guess you know how that goes! Sandy, thanks
for your help.
Sincerely,
I y iette D, Carpenter
PITS
MIN 660 LEACHING MIN 1 (131x16 ' ) 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 #) (G/ft2)
CHAMBERS
MIN 660 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 660 GPD 900 ft2 BED ' GW MIN 4 ' BELOW BOTTOM OF FIELD
PIPE ENDS JOINED? 4" PEA STONE? DIST LINE SLOPE . 005?
>3 ' COVER°VEN F» 16 CH 40 MIN 12" COVER
RATE,'?j/1 LDG X 660 = X TOTAL �'�, °,��,6,1
G/ft2 REQ' D (ft2 ) LXW
DOSING TANKS AND PUMPS
DIMENSIONS X X - PUMP CAPACITY 9pm
L W D Vol.
DISCHARGE SIZE i" DISCHARGE RATE 17, ��, DISCHARGE TIME
"'i
9pm
MANHOLES TO GRADE ALARM SEP. CIRC. f,."°..,,. GW (Min. 1 ' below
inlet) HWL LWL CHECK VALVE—2L BLEEDER HOLE ,,,, MANUAL
OP . SWITCH a
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Copyright'd 1995 by S.L. Starr
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PLAN REVIEW CHECKLIST
` ADDRESS z//(") ENGINEER
GENERAL
3 COPIES STAMP ' LOCUS NORTH. ARROW SCALE
CONTOURS PROFILE ° """ SECTION " " BENCHMARK ° " � SOIL &
PERCS ELEVATIONS WETS . DISCLAIMER F,, WELLS & WETS
WATERSHED?— DRIVEWAY (Elev) WATER LINE FDN DRAIN
SCH40 c,✓ TESTS CURRENT? SOIL EVAL
SEPTIC TANK
MIN 150OG . 17 INVERT DROP GARB . GRINDER L(+200o EDF)
25 ' TO CELLAR MANHOLE ELEV G COMPS .
D—BOX
SIZE # LINES FIRST 2 ' LEVEL STATEMENT
" � (2" OR 17 FT) TEE REQ ' D? C�.�..,.
INLET ��f, �, �, - OUTLET � e�; 1 =
LEACHING
MIN 660 GPD? L/ RESERVE AREA 4 ' FROM PRINLARY? 2% SLOPE °" µ
100 ' TO WETLANDS, 100 ' TO WELLS 4 ' TO S . H . GW (5 ' >2M/IN)
35 ' TO FND & INT'RCPTR DRAINS �.� 325 ' TO SURFACE H2O SUPP
4 ' PERM. SOIL BELOW FACILITY MIN 12" COVER FILL? (25 '
if above natural elev; 101if below) BREAKOUT MET?
TRENCHES
MIN 660 gpd SLOPE (min . 005 or 6"/ 100 ' ) SIDEWALL DIS'T . 3X EFF.
W OR D (MIN 6 ' ) 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/ft2 )
Copyrig-hl'0 1997 by S.A.. Surr ,..
FORM 11 - SOIL EVALUATOR FORM
Page 1 of 3
No. Date:
Commonwealth of Massachusetts
ioassachuse is
0Ott ►itt1,UU1,itty rI,)sesNtftui%u jut- un-sue Sewage LZsposai
Performed By: ... .�L .� .�. ...... ....`... 1.4�. ...: ..�. Date: _2 -
.................
Witnessed By: _ ............H S._ __ -- >1.wa. ,2.� .. .... � ...................
_.................... ... ........... . ...........
Lc lion Addre s a. 0--mr't Nuns,
LAX K AM m,and
—IeL
S®ip—,F-1 ` ,V
ew Construction ❑ Repair
Office Review
Published Soil Survey Available: No ❑ Yes
Year Published Publication Scale Soil Map Unit Ica V",VoA
Drainage Class __. _. Soil Limitations °---
Surficial Geologic Report Available: No K Yes ❑
Year Published Publication Scale
Cec:ogic Material (Map Uni".)
Landforrn ........................................................................................................................................ ...................................
Flood Insurance Rate Map:
Above 500 year flood boundary No ❑Yes
Within 500 year flood boundary No 121Yes ❑
Within 100 year flood boundary No LJ Yes ❑
Wetland Area: i C>cj „• .
National Wetland Inventory Map (map unit) ...................................................................................................:............ .
Wetlands Conservancy Program Map (map unit) ................................._................................................................
Current Water Resource Conditions (USGS): Month
..............
.Range :Above Normal ❑Normal ❑Below Normal ❑
Other References Reviewed:
DPP APPROVED FORM-12/07195
FORM 11 - SOIL EVALUATOR FOR
Page 2 of 3
Location Address or Lot No. e2
On-site Review
Deep Hole Number Date: 1.—65�"i- Time: Weather a=.�
Location (identify on site plan? �
Land Use ..::
��9�s�, Slope (%) Surface Stones
. . ...........
Vegetation `f
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 Other
DEEP OBSERVATION HOLE LOG`
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface (Inches) (USDA) Ml.unsell) Mottlino (Structure, Stones, Bouiders, consistency, %
Gravel)
.. . .
I
v caves)•
edyS1
MINIMUM OF 2 HOLMEQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic) Depthw8edrock:
Qepth to Groundwater: Standing Water in the Hole: hJ e7 as Z Weeping from Pit Face: Ka Ce{J
CZ-
Esfimated Seasonal High Ground Water: Z"
DFP"PROVED FOUM-11/07/95
FORM 11 - SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No.
Detennination for Seasonal Hieh Water Table
Met'io_ U
❑ Depth observed standing in observation hole................... inches
❑ Depth weeping from side of observation hole .........._._ inches
.Depth to soil mottles `ZZ inches
❑ Ground water adjustment .................. feet
Index Well Number ............... Reading Date ................ Index well level
Adjustment factor .................. Adjusted ground water level ....................._ _ .... ._.........
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system? `-4 ii s
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on .-9,—z (date) I have passed the soil evaluator examination
approved by the Department of Environmental Protection and that the above analysis
was performed by me consistent with the required-training, expertise and experience
described in 310 CMR 15.017.
signature
Date
DEP APPROVED FORM-12/07/95
No. FEE
THE COMMONWEALTH OF MASSACHUSETTS
`' MASSACHUSETTS
lifiration for Pielavent Votes Caustrurtion 11orrait
Application is hereby made for a Permit to Construct( ) or Repair( ) an On-site Sewage Disposal System at:
Location Address or Lot No. Owner's Name,Address and Tel.No.
!�{ � 2 Z/V A 1s ' -1 Zr.� °� w
p
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
b� Cttr� �S �v�sTcS
-6-r. §�11C3 1Z� tr�"
Type of Building:
Dwelling No. of Bedrooms 4 Garbage Grinder(Wa)
Other Type of Building cL `° No, per Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title 'P?oP
0.{ZN Mx�v e?
Description of Soil cp— q i::,,
9 t ztns c cYiZ, �t—oc Z to
Gc�z -Q 's I��sSZ..�t3
Nature of Repairs or Alterations(Answer when a plicable)
t-dcLn r C�E=—
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the aforedescribed on-site sewage disposal
system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a
Certificate of Compliance has been issued by this Board of Health.
Signed Date
Application Approved by Date
Application Disapproved for the following reasons
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
,MASSACHUSETTS
Cer#t£tra e of %C11r jifinnre
THIS IS TO CERTIFY, that the On-site Sewage Disposal System installed( ) or repaired/replaced( ) on
by for
at has been constructed in
accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Use of this system is conditioned on compliance with the provisions set forth below:
The issuance of this certificate shall not be construed as a guarantee that the system will function as designed. This
Certificate expires on
I)ATF. __ Inspector
SEPTIC PLAN SUBMITTALS
LOCATION: �ij i -,, t� > 2 t-
NEW PLANS: CYES) '$60.00/Plarn,
REVISED PLANS: YES $250 /Plan
DATE: Q
DESIGN ENGINEER: Q' n e
When the submission is all in place, route to the Health Secretary
Town of North Andover, Massachusetts Form No.2
Of NORTH, BOARD OF HEALTH
A
DESIGN APPROVAL FOR
SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
t
Applicant �) Y\ �. _ Test No.
Site Location ( a )� A A-
Reference Plans and Specs. Nf\
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,BOARIJ OF HEALTH
Fee (' Site System Permit No.