HomeMy WebLinkAboutCorrespondence - 107 GRANVILLE LANE 1/28/1999 �f r ,i vwN'
1_ S .1 Rio NEYE
SSOCIATESS,,
January 28, 1999
Susan Ford, Health Inspector
Board of Health.
27 Charles Street
North Andover, MA 01845
Re: 107 Granville Lane
Owner: John &Rita Anderson
Dear Susan:
We are in receipt of your checklist for the sanitary disposal system as-built for the
above-referenced property. Please find enclosed 2 prints of the revised as-built plan.
The additional information requested has been added to the plans with the following exceptions:
1. We do not have an existing top of foundation elevation shown on the plan because the
proposed work was to start at the existing septic tank, therefore this information was not
needed and was not gathered in the field.
2. The water service location has been added to the plan, however, all other utility locations
are unknown. At the time of the system installation the installer found the electric service
running through the proposed bed location and had it relocated around the bed. He had
backfilled the new service before we could locate it in the field. We have tried on several
occasions to contact him to get an approximate location with no success. Based on the
water service location and the fact that the electric service was relocated we feel that there
are no utilities through or within the required setbacks of the existing leach bed.
3. The final grading is similar to that which is shown on the approved plan, therefore, as you
stated there is no need to show finish grade contours.
We will contact our client to pick up the system certification form from your office so that it may
be signed and returned to you.
ENGINEERS s m LAND URV YOR a - LAND USE PLANNERS ta
447 Old Boston Goad U.S. Route#1 Topsfield, MA 01983
(978) 887-8586 FAX (978) 887-3480
Ms. Susan Ford Page 2
January 28, 1999
I hope this additional information answers your concerns. If you have any further questions
please do not hesitate to call.
Sincerely,
THOMAS E. NEVE ASSOCIATES, INC.
` '
John M. Morin, PE
Executive Vice President
JMM/lcmm
Enclosures
cc: John Anderson
111638 Granville-SAmps
THOAWS E NEYF"j'
ASSOCIATES9 C
December 2, 1998
Ms. Sandy Starr
Board of Health
27 Charles Street
North Andover, MA 01845
Re: 107 Granville Lane
John &Rita Anderson, Owners
Dear Sandy:
On behalf of our clients, find enclosed 2 copies of the As-Built Sanitary Disposal
System Plan for the above-referenced site.
Please process their Certificate of Compliance as soon as possible.
If you should have any questions regarding this please do not hesitate to contact our
office.
Very truly yours,
THOMAS E. NEVE ASSOCIATES, INC.
Kathy&ki"�
Molina
Personal Assistant
Enclosure
cc: John &Rita Anderson
#1638 Anderson-NABlImps
m ENGINEERS - e LAND SURVEYORS LAND USE PLANNERS
447 Old Boston Road U.S. Houle#1 Topsfield, MA 01983
(978)887-8588 FAX(978) 887-3480
11K)MAS Ej., NEW�j
A ()(,jAr 'I
SS 4. -, ",rES, IN(A@
November 12, 1997.
North Andover Board of Health
30 School Street
North Andover, MA 01845
Attn: Sandy Starr
Re: 107 Granville Lane - John & Rita Anderson
Dear Sandy:
Please find enclosed three prints of the revised sanitary disposal system design of the
above-referenced property. Per our discussion today the plan has been revised to show
an access chimney on the pump chamber.
Also, please find enclosed the soil evaluator forms that were previously sent to your
office on October 30, 1997.
We are requesting that you waive the required $25 revision fee based on the fact that the
required revision was minor.
Very truly yours,
THOMAS E. NEVE ASSOCIATES, INC.
94v,-, M, MKV-Q_
John.M. Morin, P.E.
Executive Vice President
JMMJkmm
Enclosures
cc: Mr. & Mrs. Anderson #1638 ANDERSON.wrs
ENGINEERS LAND SURVEYORS LAND USE PLANNERS
447 Old Btxslon Road I],& Route IN Topsfield, MA 01983
(508) 887•€1586 FAX (508) 887-34€30
rni( MAS 1"1'4. � 4ki
ASS(-)(.',-.1Ar1"'t'
October 30, 1997
North Andover Board of Health
30 School Street
North Andover, MA 01845
Attn: Sandy Starr
Re: 107 Granville Lane - John & Rita Anderson
Dear Sandy:
In accordance with 310 CMR 15,018 - Function of Soil Evaluators, find enclosed copies
of the certification forms for the soil testing which was conducted at the above-
referenced property on May 1, 1997 & 7/31/97,
If you should have any questions regarding any of this information please do not hesitate
to contact our office.
Very truly yours,
THOMAS E. NEVE ASSOCIATES, INC.
Y\t> 0, ,(
Thomas E. Neve, PE, PLS
President, CEO
TEN/km
Enclosures
111639 NASOILBVMPS
�ir�?pf11f1'G,R""" , e L./AND f',,W,(V a"OF S f..A ND CASE PL. aNG ERS
%'V (fld V'Io" on Hf) I 1 V.1..:",, Roy.to 01 fi:)jp sfie;ld, MA 0198
sy k;V o ii 4€JE
FAX (508) 88/3480
FORM 11 - SOIL EVALUATOR FORM
Page 1 of 3
No. Date: 6/30/97
Commonwealth of Massachusetts
North Andover, Massachusetts
Soil Suitability Assessment for On-site Sewage Disposal
Performed By: Steven D'Urso Date: May 1, 1997
Witnessed By: Sandra Starr
Location Address or 107 Granville Lane Owner's Name Rita& John Anderson
Lot# Address and 107 Granville Ln,No. Andover 01845
Telephone# (508) 682-4897
New Construction Repair
F-1 X❑
Office Review
Published Soil Survey Available: No Yes
Year Published Publication Scale Soil Map Unit
Drainage Class Soil Limitations
Surficial Geologic Report Available: No = Yes
Year Published 1981 Publication Scale 1:15840
Geologic Material(Map Unit) Till
Landform Moraine
Flood Insurance Rate Map:
Above 500 year flood boundary No Yes
Within 500 year flood boundary No Yes
Within 100 year flood boundary No Yes
Wetland Area:
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:
DEP APPROVED FORM-12/07/95 soileval.sam
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. 107 Granville Lane,No. Andover - RIta& John Anderson
File# 1638
On - Site Review
Deep Hole Number OP#1 Date May 1, 1997 Time Weather
Location(identify on site plan)
Land Use Slope(%) Surface Stones
Vegetation Lawn
Landform Moraine
Position on landscape(sketch on the back)
Distances from:
Open Water Body feet Drainage way feet
Possible Wet Area >100 feet Property Line feet
Drinking Water Well feet Other
DEEP OBSERVATION HOLE LOG*
OP #1
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,
Consistency,%
Gravel)
Ledge 4811
Ground Water 40"
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic) Till Depth to Bedrock: 48"
Depth to Groundwater: Standing Water in the Hole: 40" Weeping from Pit Face:
Estimated Seasonal High Ground Water:
DEP APPROVED FORM-12/07/95 soileval.sam
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. 107 Granville Lane,No. Andover - Rita& John Anderson
File #1638
On-Site Review
Deep Hole Number OP#2 Date May 1, 1997 Time Weather
Location (identify on site plan)
Land Use Slope(%) Surface Stones
Vegetation Lawn
Landform Moraine
Position on landscape(sketch on the back)
Distances from:
Open Wafer Body Feet Drainage Way Feet
Possible Wet Area >100 Feet Property Line Feet
Drinking Water Well Feet Other
DEEP OBSERVATION HOLE LOG*
OP #2
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(Inches) (USDA) (Munsell) Mottling (Structure,Stones,Boulders,Consistency,
%Gravel)
0"-26" A+Fill '..
26"-40" Bw FSL 1 Oyr 4/6
40"-80" C FSL 2.5y 5/4 BLDY 25%
40" Observed Ground Water
Cobb &BLDS
*MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic) Till Depth to Bedrock: 80"
Depth to Groundwater: Standing Water in the Hole: 40" Weeping from Pit Face:
Estimated Seasonal High Ground Water: 40"
DEP APPROVED FORM-12/07/95
SOILEVISAM
FORM 11 - SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot No. 107 Granville Lane,No. Andover - Rita& John Anderson
File# 1638
On - Site Review
Deep Hole Number OP#3 Date May 1, 1997 Time Weather
Location(identify on site plan)
Land Use Woods Slope% A Surface Stones
Vegetation Woods
Landform Moraine
Position on landscape(sketch on the back) Rear of House
Distances from:
Open Water Body feet Drainage way feet
Possible Wet Area >100 feet Property Line feet
Drinking Water Well feet Other
DEEP OBSERVATION HOLE LOG*
OP#3
Depth from Soil Horizon Soil Texture Soil Color Soil Mottling Other
Surface(Inches) (USDA) (Munsel) (Structure,Stones,Boulders,,
Consistency,%
Gravel)
50" REF
*MINIMUM OF 2 HOLES REQUIRED AT.EVERY PROPOSED DISPOSAL AREA
Parent Material(geologic): Till Depth to Bedrock: 50"
Depth to Groundwater: Standing Water in the Hole: None Weeping from Pit Face: None
Estimated Seasonal High Ground Water: <50"
DEP APPROVED FORM-12/07/95 soilev2.sam '..
FORM 11 - SOIL EVALUATOR FORM
Page 3 of 3
Location Address or Lot No. 107 Granville Lane,No. Andover- Rita& John Anderson
File #1638
Determination for Seasonal High Water Table
Method Used:
Depth observed standing in observation hole inches
Depth weeping from side of observation hole inches
Depth to soil mottles _ inches
Ground water adjustment See Individual sheets feet
Index Well Number Reading Date Index well level
Adjustment factor Adjusted ground water level
Depth of Naturally Occurring Pervious Material Too Wet to conduct Soil Profile Analysis.
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system?
If not, what is the depth of naturally occuring pervious material?
Certification
I certify that on 11/94 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 June 30, 1997
DEP APPROVED FORM-12/07/95 soileval.sam
FORM 12 -PERCOLATION TEST
Location Address or Lot No. 107 Granville Lane, North Andover - John & Rita Anderson
COMMONWEALTH OF MASSACHUSETTS
North Andover, Massachusetts
Percolation Test*
Perc 1
Date: July 31, 1997 Time: 9:30 a.m.
Observation Hole#:
Depth of Perc 3611 - 4811
Start Pre-soak 9:34 a.m.
End Pre-soak 9:34 a.m.
Time at 12" 9:50 a.m.
Time at 9" 10:20 a.m.
Time at 6" 11:14 a.m.
Time (9"-6") 54 min.
Rate Min./Inch 18 min/inch design on
20 min/inch
*Minimum of 1 percolation test must be performed in both the primary area AND
reserve area.
Site Passed Site Failed
Performed By: Thomas E. Neves
Witnessed By: Susan Ford
Comments:
DEP APPROVED FORM-12/07/95 perefonn.sam '..
OCT°-28-1997 16'33 THOMAS E. NEUE ASSOC. P181
d
From: John Morin Thomas E. Neve Associates, Inc.
(questions? Call 500®087®6586 447 Old Boston Road
Fax 508-887-3460 Tcpsfield, MA 01963
To: Sandy Starr
Company: NABt3H ,
Address: 30 School Street North Andover, MA
Date: October 28, 1997
Time: +°25 PM Pages: 2 (including this one)
Re: Lot 8 ® 107 Granville Lane
Gear Sandy:
I received a fax from Mike Howard today regarding the wetland delini tion on the abve
referenced lot. Wetland flags N3 &N7 have been moved up slope.
Please find attached a copy of the revised plan showing the new locations of flags N3
7(now NT & NT). The leaching facility is now proposed 88'from flag N7'which will
require a variance from the Local BOH Bylaw. I plan on requesting this variance from
the Board tomorrow night.(10/29697).
1 will bring 4 copies of the revised plan to the meeting tomorrow night_
If you have any questions please do not hesitate to call.
Sincerely,
John
OCT-28-1997 16:33 THOMAS E. NEUE ASSOC. P.Q?
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V==109 fl ��-
30 school street
North Andover, MA 01345 sli
Pone: (508) 688-9530 m
Fax: (508) 688®9542
'Fax
To: Mr.John Morin,Neve Associates From Michael D Howard,Conservation Admin.
Fax OHIO Date: 10/28/97
Phone Pages 1(incl cover)
Re: RDA-Lot##8 Granville Lane CC: file
0 Urgent X For Review 0 Please Comment 0 Please Reply 0 Please Recyde
John, I have reviewed the proposed wetland delineation at
#107 Granville Lane and I offer the following comments:
Flag N3 is not approved and should be relocated
approximately 11' up slope;
Flag N4 was missing and is not approved at this time;
➢ Flag N7 is not approved and should be relocated
approximately 1Z up slope.
Due to the nature of proposed work and current wetland rules
and regulations I am not requiring you to make these changes
as they do not impact the scope of work. However, it may be
important for the Board of Health review and, as such, I have
informed them of my findings. If you have any questions
please do not hesitate to contact me.
Thanks, Mike.
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ASS0C1XrFA-.S, INC.,
October 7, 1997
Ms. Sandy Starr
Board of Health
30 School Street
North Andover, MA 01845
Re: 1.07 Granville Lane - Rita& John Anderson, Owners
Dear Sandy:
Please find enclosed 3 prints of the sanitary disposal system repair design for the above-
referenced property.
We are proposing to use the existing 1,000 gallon septic tank and reduce the separation
distance from bottom of system to high ground water elevation to 3' as allowed in Title
V, Section 15.404(2.a.& b.).
Please schedule us for your next available Board of Health meeting so that we may
discuss these issues with the Board.
Thank you for your time, and if you should have any questions please do not hesitate to
call.
Very truly yours
THOMAS E. NEVE ASSOCIATES, INC.
John M. Morin, P.E.
Executive Vice President
JMM/km m
Enclosures #1639 ANDERSON.WPS
LANG) SURVEYORS LAND USE PLANNERS g
447 Old Boston Road U.S. Route #1 Topsfield, MA 01983
(508) 887-8586 FAX (508) 887-3480
so ING
March 31, 1997 O
Ms. Sandy Starr
Board of Health
146 Main Street
North Andover, MA 01845
Re: 107 Granville Lane - Repair System
Dear Sandy:
The septic system at the above-referenced property has failed and we would like to
conduct soil testing in order to repair the system. Please schedule us at your earliest
convenience so that we may proceed in the repair.
Our client, Rita Anderson, has informed us that she will deliver the filing fee to your
office. I have enclosed a copy of the assessors map showing the lot.
If you should have any questions regarding this please do not hesitate to contact our
office.
Very truly yours,
THOMAS E. NEVE ASSOCIATES, 1NC.
Kathy Molina
Personal Assistant
Enclosure
cc: Mr. & Mrs. Anderson.
111638 ANDERSON.WPS
ENGINEERS LAIN D SURVEYORS LAND USE PLANNERS
447 Old Boston Road U.S. Route f11 'Tbpsfie;ld, MA 01983
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Frorn: Sawyer, Susan
Sent: Thursday, March 15, 2012 3:12 PM
To: 'rita107 @comcast.net'
Cc: Gaffney, Heidi; DelleChiaie, Pamela; Hughes, Jennifer
Subject: RE: Complaint: 107 Granville Lane, North Andover- re: Beavers/Flooding/Septic
Attachments: Beaver_Packet_for_website.pdf
iit�p JLwwi.Rya rl . on rna s��,�1a= 2 m 65 - 972 -71.07351.08 1.y1=17
Hello Rita,
The link above, (if you can get to it) shows the aerial photo of your property and the huge
wetland behind it. It was taken in 2010. The tree line along the wetland clearly matches the
wetland line shown on the septic plan from your property in 1999 that is in my file. I do not
have a newer photo than 2010, but it doesn't seem to have gotten closer to the house. What
seems to be the difference to you, as I understand it, is the water line is now where it used
to be just a swampy wetland and you feel this is different than it should be.
If you look at the areas in town I mentioned Johnson/114, Behind Mr. Sudzy/ 114 you may see
that there are similar high waters. I have also heard this from a homeowner on Sugarcane lane
and there was nothing to point at there either. Even without snow, the wetlands do appear to
have retained quite a bit of water this year.
Whether or not the conditions are correctable or not, I will try to give you all the
information, so you and your neighbors will know your options. As for the Blocked Culvert I
mentioned on the phone, I do not have that information yet on its location, but will be in
touch again when I do.
Thank you
Susan
Susan Sawyer
Public Health Director
1600 Osgood Street
Bldg 20, unit 2-36
North Andover, MA 01845
office 978 688-9540
fax 978 688-8476
All email messages and attached content sent from and to this email account are public
records unless qualified as an exemption under the [
t p.i, mw-w.s c-.--state �^ ppr c whLm ]Massachusetts Public Records Law.
1
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10 ' TO FDN MANHOLE ELEV GW # COMPS . GB
D-BOX
SIZE # LINES FIRST 2 ' LEVEL STATEMENT
INLET /�a'J (, - OUTLET ( 2" OR . 17 FT) TEE REQ 'D?
LEACHING
MIN 440 GPD. d RESERVE AREAS 4 ' FROM PRIMARY? —— 20 SLOPE
f? 100 ' TO WETLANDS-_,'L' 100 ' TO WELLS � 4 ' TO S .H.GW (5 ' >2M/IN)
sr�I -
20 ' TO FND & INTRCPTR DRAINS 400 ' TO SURFACE H2O SUPP
4 ' PERM. SOIL BELOW FACILITY MIN 12" COVER FILL? ` ,-( 15 ' )
BREAKOUT MET? � �� a��'. � u� l/(✓p //(�. '
TRENCHES
MIN 440 gpd SLOPE (min . 005 or 6 11/1001 ) SIDEWALL DIST . 3X EFF.
W OR D (MIN 6 ' ) RESERVE BETWEEN TRENCHES? IN FILL? MUST
BE 10 ' MIN. 4" PEA STONE? VENT? ( >3 ' COVER; LINES >501 )
BOT + SIDE - X LDNG = TOT
( L x W x #) (DxLx2x#) (G/ft2)
Copyright Q 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 #) (G/ft2 )
CHAMBERS
MIN 440 LEACHING GW MIN 4" BELOW COVER >3 FT - VENT
MANHOLES 12"-48'" STONE SPLASH. PADS SLOPE _0;0..5"
BED TRENCH PIT µ w
/ (Bed max. 60 ' K 60 ' ) MIN 13 ' X 16 ' .
BOT + SIDE' X.,.LOAD TOTAL
(L x W x #)` (.2 x ( L+W)xD. x #:) (G/ft2),
FIELDS.
MIN 440 GPD '90'0 ft2 BED" � . GW MIN 4 ' BELOW BOTTOM'. OF FIELD"
PIPE ENDS JOINED?''-' 4" PEA STONE2 "", DIST LINE SLOPE 005 .
>3.' COVER-VENT `e jrj SCH 40,- - MIN 1211 COVER,
RATE (, x ) x = TOTAL
L . W LDG
{`
DOSING TANKS AND PUMPS
DIMENSIONS X X = PUMP CAPACITY 9'P
m
L W D Vol . _ . :. _ .. ..
DISCHARGE SIZE �`� L DISCHARGE RATE `
7 DISCHARGE, TIME
,
gpm
MANHOLES TO GR E ALARM SEP . CIRC. GW�) (Mit. 1:" below
inlet) HWL�µIr LWL ' CHECK. VALVE` BLEEDER HOLE W MANUAL
OP . SWITCH "" ENUF STORAGE? C.m--'
. N
Copyright 1996 by S . Starr
Town of North Andover, Massachusetts Form N®.2
®f,wao•a�a BOARD OF HEALTH jr
o
F p
DESIGN APPROVAL FOR
�S'SACWUSe<'h SOIL ABSORPTION SEWAGE DISPOSAL SYSTEM
Applicant- e)M4) 41'6'�'7'p i
Test No.
Site Location 107 c� eAfiJ
Reference Plans and Specs. 111`6-4'�%
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 ! i' ' y Site System Permit No J