HomeMy WebLinkAboutCorrespondence - 168 SUMMER STREET 12/6/2004 FORM U - LOT RELEASE FORM
INSTRUCTIONS: This form is used to verify that all necessary approvals/permits from
Boards and Departments having jurisdiction have been obtained. This does not relieve
the applicant and/or landowner from compliance with any applicable or requirements.
*****************************APPLICANT FILLS OUT THIS SECTION*****************;*—*---;-I
APPLICANT
° ) PHONE' (` __9
LOCATION: Assessors Map Number 3 B PARCEL '�P
SUBDIVISION— ' LOT(S)Ak-
STREET ST. NUMBER
USE
RECOM DATIOn OF TOWN GENTS:
a:,
TIO
COINS RIVATION�A�DM41NISTRATOR DATE APPROVED
DATE REJECTED-----------------
COMMENTS-A) d-ffo
-------------------------------------------
TOWN PLANNER DATE APPROVED
DATE REJECTED----------------
FOOD I�PECTOR-H ;H DATE APPROVED
DATE REJECTED-------------
................
S TIC INS PECTO HE" DATE APPROVED
"o DATE REJECTED-------
-12 e.\I,
COMMENTS
PUBLIC WORKS SEWER/WATER CONNECTIONS
DRIVEWAY PERMIT
7
FIRE DEPARTMENT
RECEIVED BY BUILDING INSPECTOR----------------------------DATE-------
Rev I sod M7 Jm
TOWN Off' NORTH ANDOVER IAORTH
Office 4C'0 I IUNITY D1,VT>C,C PMEINT AND ,SERVICES
HEALTH MENT »
;. HARLES STREET
N01P 114 ANDOVER, MASSACHUSETTS 018 45
Susan Y. Sa i—cr, REIISIRS 978.688.9540–Phone
Pudic Health Director 978.688.9542–FAX
December 7,2004
North Andover Realty Corp.
459 East Broadway
Haverhill,MA 01830
RE: Subsurface Sewage Disposal System Plan for Lot 1 Summer Street,Map 65 lot 91,Map 38 Lot 42
North Andover,MA 01845
Dear Landowner,
The North Andover Board of Health has completed review of the septic system design plans for the above
referenced property submitted on your behalf by Christianson and Sergi dated September 30, 2004 and received by
this office on October 1, 2004.
The design has been approved for use in the construction of an onsite septic system for a residential home of 5-
bedrooms(total of I 1 rooms maximum). This approval is valid for three years from the date of this letter and
during this time a licensed septic system installer must obtain a permit and complete this work,and a Certificate of
Compliance must be endorsed by the installer,designer and the Town of North Andover.
This approval is subject to the following conditions:
1. If site conditions are found in the field to be different from those indicated on the design plan and/or soil
evaluation,the originally issued Disposal System Construction Permit is void,installation shall stop,and
the applicant shall reapply for a new Disposal Systems Construction Permit(3 10 CMR 15.020(1)).
2. It is the responsibility of the applicant and/or the applicant's septic system designer, septic system installer
or other representative to ensure that all other state and municipal requirements are met. These may
include review by the Conservation Commission,Zoning Board,Planning Board,Building Inspector,
Plumbing Inspector and/or Electrical Inspector. The issuance of a Disposal System Construction Permit
shall not construe and/or imply compliance with any of the aforementioned requirements.
Your effort to provide a properly functioning septic system for your dwelling is greatly appreciated. The Health
Department may be reached at 978-688-9540 with any questions you might have.
Sincerely,
San Y. Sawyer,REHS/RS
Public Health Director
encl: List of licensed septic system installers
cc: Christiansen and Sergi
file
CHRISTIANSEN & SERGI,
6''RC7FESSC4w1NAL C::NGAIN EI'R r AND LAND SURVEYORS
30 SUMMER STREET &.IAVERhRGl.1.., Mfg"r:iAf.;6-rV.iKaf.'N PS 01,830 Q1£3 (978;) 373-0310 FAA (978)312..;960
December 1, 2004
Ms. Susan Sawyer
Public health Director � ..:vbm
North Andover Health Dept.
400 Osgood St.
North Andover Ma. 01845
RE Lots 1& 2, Summer Street, North.Andover, MA I
Dear Ms. Sawyer,
We are in receipt of your letter dated.November 15, 2004 in regards to the above
reference project. Below are your comments in italics followed by our response to each
item in bold font.
Please indicate the presence or absence of public water supplies and wetland
resource areas within regulatory setbacks (310 CMR 15.220). 310 CMR 15.220
(kl) does not require the absence be rioted" only the presence if there is ally.
NA 8.02 (s) the words "or water courses" has been added to ante 11.
For all piping,please specify watertight joints,piping to be laid on continuous
grade in straight line, and to be placed on a compacted,firm base (310 CUR
15.222). ,Joints are specified in mote 6" grade and lime are shown on plan and
profile" mote "to be placed oil a compacted, furry base" has been added.
3. Please specify the appropriate stone size beneath the tank and distribution box
(310 CMR 15.221&228). 310 CMR 150221(2) specifies "six inch stone base"
15«228(1) specifies "six inches of crashed stone".. Our plans show this.
4. Please indicate the appropriate standards for distribution boxes. all outlets to be
at the same elevation and pipes to be laid level for first 2'(310 CMR 15.232).
Note specifying manufacturer or approved equal and "pipes to be laid level
for first 2' " have been added at D-boa detail.
5. Please indicate that removal of soil horizons A &B shall extend at least 6"into
the suitable soil of the C horizon. (NA 9.02). Ayr addition to mote 3 requiring
this has been made.
6> Please provide the location and elevation of the foundation drain. If there is no
drain,please make a statement to that effect on the plan. (NA 8.02y). Foundation
drain locations and inverts are already shown oil the plans.
7. For Lot 2,please indicate the name of the person who delineated the wetland
resource area, the date this was perforrued, and whether this has been accepted
by the North Andover Conseri)ation Connnission. The requested information
has been added but it is unclear where this requirement is indicated ill the
regulations for SSDS designs.
8. For Lot 1,please attempt to refrain from using gravel-less chambers which rased
to be cut in half. Previous discussions with the manufacturer you specified have
indicated their concern with maintaining appropriate operational standards for
their product when cut. The number of infi
Please find attached five copies of the revised designs dated November 19, 2004.
Should you have any questions please feel free to contact me
Si 1
ip G. hristiansen,P.E.
GC/epw
Enc.
cc. North Andover Realty Corp., file#97066
TOWN OF NORTH ANDOVER oQ No�T anti
office of COMMUNITY DEVELOPMENT AND SERVICES
HEALTH DEPARTMENT
400 OSGOOD STREET
NORTH ANDOVER, MASSACHUSETTS 01845 �1SSACHUStt
978.688.9540—Phone
Susan Y. Sawyer, REHS/RS 978.688.9542—FAX
Public Health Director
November 15,2004
Philip Christiansen
Christiansen&Sergi
160 Summer Street
Haverhill,MA 01830
RE: Lots 1 &2,Summer Street,North Andover,MA
Dear Mr.Christiansen,
The proposed septic system design plans for the above sites dated October 4,2004 and received on October 21,2004
has been reviewed. Unfortunately,they cannot be approved until the following items are corrected. Each item is
followed by the specific section in Title 5: 310 CMR 15.000,or North Andover regulation which is not met by this
design.
I. Please indicate the presence or absence of public water supplies and wetland resource areas within
regulatory setbacks(3 10 CMR 15.220 and NA 8.02)
2. For all piping,please specify watertight joints,piping to be laid on continuous grade in straight line,and to
be placed on a compacted,firm base(3 10 CMR 15.222)
3. Please specify the appropriate stone size beneath the tank and distribution box(3 10 CMR 15.221 &228)
4. Please indicate the appropriate standards for distribution boxes: all outlets to be at the same elevation and
pipes to be laid level for first 2' (3 10 CMR 15.232)
5. Please indicate that removal of soil horizons A&B shall extend at least 6"into the suitable soil of the C
horizon.(NA 9.02) lease make a
6. Please provide the location and elevation of the foundation drain. If there is no drain,p
statement to that effect on the plan.(NA 8.02y)
7. For Lot 2,please indicate the name of the person who delineated the wetland resource area,the date this
was performed,and whether this has been accepted by the North Andover Conservation Commission.
8. For Lot 1,please attempt to refrain from using gravel-less chambers which need to be cut in half Previous
discussions with the manufacturer you specified have indicated their concern with maintainin g appropriate
operational standards for their product when cut.
Please feel free to contact the office with any questions you may have. We look forward to working with you to
obtain a septic system which will be in compliance with all regulations and assure protection of public health and the
environment of North Andover.
Sincerely; )
r'
Su /n Y. Sawyer, REHS/RS
u lic Health Director
cc: Owner
File
FORM ij - SOIL EVALUATOR FORM
Page I of 3
No. Date: 101yL0
Commonwealth of Massachusetts
tt,,(-_,,Massachusetts
S oil Suitabili ty Assessme;jt
jor On-site Sewa e is seal
3/0
Performed By' ...... ... Date:
)d
Witnessed By:'
r Dwmcs Na— North Andover Realty
Location Address D
Address,and
Lot# cphont 1 459 East Broadway Tcl
L Haverhill, MA 01830
978-556-9834
New Construction Repalr(
Office Review erld,
0
Published Soil Survey Available: No D Yes
............
Year Published ............... Publication Scale Soil Map Unit G
Ye-
Drainage Class Soil Limitation S. ll
Surficial Geologic Report Available: No ❑ Yes F-1
Year Published ......I........ Publication Scale
Geologic Material (Map Unit) ............ .............. ........
Landform ...... ........................ .....................
Flood Insurance Rate Map:
Above 500 year flood boundary No Oyes
Within 500 year flood boundary No ❑Y,Ps ❑
Within 100 year flood boundary No ❑'y' es ❑
Wetland Area:
National Wetland Inventory Map (map unit)
Wetlands Conservancy Program Map (map unit)
Current Water Resource Conditions (USGS): Month
Range :Above Normal ❑Normal E]Belt--.,/ Normal ❑
other References Reviewed:
W" -"14
DEP APPROVED FORM•12/07/95
FORM 11 SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot: LOT I SUMMER ST- GILLEN
On-site Review
Deep Hole Number: 04-10 Date: 6/15/04Time: Weather:
Location: (identity on site plan)
Land Use: Slope: Surface Stones:
Vegetation:
Landf orm:
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 Soil Soil Soil Soil Other
from Horizon Texture Color Mottles Structure
Surface (USDA) (Mansell) Etc.
(inches)
explore to match 04-2 & 04-1
MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material: (geologic) Depth To Bedrock:
Depth to Groundwater:
Standing Water in the Hole: Weeping from Pit Face:
Estimated Seasonal High Ground Water:
DEP APPROVED FORM - 12/07/95
FORM 11 SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot: LOT 1 SUMMER ST- GILLEN
On-site Review
Deep Hole Number:04-02 Date: 3/26/04Time: Weather: CLDY-55
Location: (identity on site plan)
Land Use: LAWN Slope: 0-3o Surface Stones: BOULDERS
Vegetation: GRASS
Landform: TILL RIDGE
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 Soil Soil Soil Soil Other
from Horizon Texture Color Mottles Structure
Surface (USDA) (Munsell) Etc.
(inches)
0-7 Ap F. S.L. 10YR 3/2 GRANULAR, FRIABLE
7-22 BWl F. S.L. 10YR 5/8 15% MASSIVE
FRIABLE
22-140 C1 GRAVELLY 2 . 5YR 6/3 HIGH MASSIVE FRIABBE
LOAMY 5YR 5/8 20o GRAVEL
SAND
NO REFUSAL LOW:
2 . 5Y 8/1
TO 39"
MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material: (geologic) OUTWASH SAND Depth To Bedrock: > 140"
Depth to Groundwater:
Standing Water in the Hole: 124" Weeping from Pit Face: 110"
Estimated Seasonal High Ground Water: 39"
DEP APPROVED FORM - 12/07/95
FORM 11 SOIL EVALUATOR FORM
Page 2 of 3
Location Address or Lot: LOT 1 SUMMER ST
On-site Review
Deep Hole Number:O4-01 Date: 3/26/04Time: Weather: CLDY-55
Location: (identity on site plan)
Land Use: EDGE WOODS Slope: 0-3o Surface Stones : NO
Vegetation: Oak, R Maple, W Pine
Landform: KAME TERRACE
Position on landscape: (sketch on the back)
Distances from:
Open Water Body feet Drainage way feet
Possible Wet Area >100 feet Property Line 30 feet
Drinking Water Well feet Other
DEEP OBSERVATION HOLE LOG*
Depth Soil Soil Soil Soil Other
from Horizon Texture Color Mottles Structure
Surface (USDA) (Munsell) Etc.
(inches)
0-7 Ap F. S.L. lOYR 2/2 GRANULAR, FRIABLE
7-24 BW1 F.S.L. 10YR 5/8 20a MASSIVE
FRIABLE
24-142 C1 GRAVELLY 2. 5YR 6/3 HIGH MASSIVE FRIABBE
FLS 5YR 5/8 ROOTS TO 40"
15% GRAVEL
NO REFUSAL LOW:
2 . 5Y 8/2
TO 45"
MINIMUM OF 2 HOLES REQUIRED AT EVERY PROPOSED DISPOSAL AREA
Parent Material: (geologic) OUTWASH SAND Depth To Bedrock: > 142"
Depth to Groundwater:
Standing Water in the Hole: 131" Weeping from Pit Face: 107"
Estimated Seasonal High Ground Water: 45"
DEP APPROVED FORM - 12/07/95
1 FOR A - SOIL EVALUATOR FORM
- Page 3 of 3
f Al
Location Address or Lot No. trl`, j�
ftfid,
Determination for Seasonal High Water Table
Method Used:
L
❑ Depth observed standing in observation hole................... inches
❑ Depth weeping from side of observation hole........... .... inches
Depth to soil mottles .: :%:.. inches
❑ Ground water adjustment .................. feet
Index Well Numb-er .................. Reading Date ................... Index well level ..................
Adjustment factor ................. Adjusted ground water level ...................................... ..............
r Depth of Naturally Occurring Pervious Material
i
Does at least four feet of naturally occurring pervious material exist in all areas
observed throughout the area proposed for the soil absorption system?
1
If not, what is the depth of naturally occurring pervious material?
Certification
I certify that on A7 �� (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 red- r Ping, expertise and experience
described in 310 CMR 157.
Signature / D e �L' ��✓ ?` —
DEP APPROVED FORJN1-12/07/95
9
FORM 12—PERCOLATION TEST
Location Address or Lot No lot 1 SUMMER ST- GILLEN
COMMONWEALTH OF MASSACHUSETTS
NORTH ANDOVER, Massachusetts
Percolation Test*
Date: 3/26/04 6/15/04: 3/26/04:
Observation Hole # 04-01 04-IA 04-02
Depth of Perc 39+19=58 27+16=43 38+19=57
Start Pre-soak 10:33 10:06 10:46
End Pre-soak 10:49 10:21 11:01
Time at 12" 10:49 10:21 11:01
Time at 9" 11:32 10:37 11:27
Time at 6" 12:26 11:05 12:06
Time (12"-9") 43 min 9-6")=28 min (9-6")= 39 min
Rate Min./Inch - 10 min/inch 13 min/inch
*Minimum of 1 percolation test must be performed in both the primary
area AND reserve area.
Site Passed ® Site Failed ❑ uerc 143 min/12-9"
Perc 6/15/04 okay
Performed By: Eugene Willis
Witnessed By: Andrew McBrearty, Daniel Ottenheimer
Comments:
DEP APPROVED FORM-12/07195
06/28/2004 RUN 13:55 rAA z.
LAW OFFIC IF
OF
DANIEL. T. BOWIE, ESQ.
171 HIGH STREET
NrIWBURYPORT, MA55ACHUSETTS 0)950
TELtPHONE(976)462,4045
FACSIMILE(97H)462.5489
EMAIL UANIE4.BOWIELVERI20N.NET
June 28,2004
Julie Parrino,Town Planner
Office o£the Planning Department
Town of North Andover
`7 Charles Street
North Andover,MA 01845
VIA FACSTMTLE(978)688-9542
Re: GUIen property/Spring lfl<ill Road,North Andover
Dear Ms. Parrino:
On the aftemoon of Julie 15, 2004 Mr. Nardella of the Planning Board taxed me proposed
language on the disputed portion of the stipulation. Unfortunately, T was out of the office and
not Bible to respond to it prior to t11e close of business and consideration by the Planning Board
that evening.
1 am enclosing a copy of the proposed language which l essentially can live with, except f or that
portion that 1 have stricken on the basis that it Hoes not snake sense and will only scree to
contuse the situation. Otherwise, 1 believe it is consistent with my last proposed language to
you.
PIewse contact me regarding this.
Yours tnlly,
Daniel T. Bowie
DTB/jij
cc: William Gillen{�a-e --'I?X eel
Dellechiaie, Pamela
From: Dellechiaie, Pamela
Sent: Wednesday, May 04, 2005 10:15 AM
To: Grant, Michele
Subject: FW: Lot 1 Summer Street- Final Construction Inspection Request
-----Original Message-----
From: Lisa LeVasseur [mailto:lisal @millriverconsulting.com]
Sent: Wednesday, May 04, 2005 10:07 AM
To: healthdept @townofnorthandover.com; 'Daniel Ottenheimer (E-mail) ' ;
'McBrearty Andrew (E-mail) '
Cc: mgrant @townofnorthandover.com
Subject: RE: Lot 1 Summer Street - Final Construction Inspection Request
Okay, inspection is all set for 5-5 at 8:00. All parties have been
notified
and are ready to attend.
Lisa LeVasseur
Mill River Consulting
Your Complete Source for Onsite Wastewater Management
2 Blackburn Center
Gloucester, MA 01930-2259
978-282-0014 or 1-800-377-3044
fax: 978-282-0012
www.millriverconsulting.com
-----Original Message-----
From: health department [mailto:healthdept @townofnorthandover.com]
Sent: Tuesday, May 03, 2005 2:05 PM
To: 'Daniel Ottenheimer (E-mail) ' ; 'Lisa LeVasseur (E-mail) ' ; 'McBrearty
Andrew (E-mail) '
Cc: Grant, Michele
Subject: Lot 1 Summer Street - Final Construction Inspection Request
Hello,
Please schedule a Final Construction Inspection for the above and call
Dan
O'Connell of Christiansen & Sergi to schedule: 978.373.0310.
Thank you.
Best Regards,
Pamela DelleChiaie
Health Department Assistant
Town of North Andover
400 Osgood Street
North Andover, MA 01845
978. 688. 9540 - Phone
978. 688 .8476 - Fax
http: //www.townofnorthandover.com
healthdept @townofnorthandover.com
1
06/28/2004 MON 19:58 FAX
11D.4413 F'.2
JUN.15.2A� 21 36P S&N FINANCF
RE: GILLEN PROPERTY SPRING DILL ROAD
NORTH ANDOVER
No portion of said Lot 3 shall be transferred or conveyed to-=*
to any property contiguous to or
abutting Lot 3 for the purpose of creating a new buildable lot for
the benefit of any such owner or abutter, or for the purpose of
annexing any portion of said Lot 3 to any contiguous or abutting
lot except for conservation, agricultural or passive recreation, Any
portion of Lot 3 so transferred shall not permit or allow any owner
of Lox 3, contiguous lot owner or abbuter to include any portion of
Lot 3 in any residential development for any purpose, including
but not limited to consideration of any portion of Lot 3 so
transferred or conveyed to be used as open space, un-buildable
space, or for purposes of satisfying any minimum lot size, frontage
OT setback requirements imder the Town of North Andover's
current or future Zoning Code.
LAW OFFICE
OF
DANIEL T. BOWIE, ESQ.
1 7 1 HIGH STREET
NEWBURYPORT, MASSACHUSETTS 01 950
TELEPHONE(978)462-4045
FACSIMILE(978)462-5489
E-MAIL DANIEL.BOWIE @VERIZON.NET
July 16, 2003 `'
Board of Health
Municipal. Building
120 Main Street
North Andover, MA 01845
VIA FAX & MAIL (978) 688-9542
Re: 168 Summer Street, North Andover, MA 01845
Dear Members of the Board of Health:
I represent William Gillen of North Andover, who is negotiating a Purchase & Sale Agreement
for the purchase of 168 Summer Street, North. Andover. That property has an existing single
family residence, serviced by a private septic system. It is my understanding that it is
questionable whether the septic system will comply with current requirements of Title V of the
State Environmental Code. The residence on the property is in disrepair, and it is Mr. Gillen's
ire �l .,,� << whR pint. It is
intention to demoli�►� the �xesting ��+„��~�,���p, ths�ugle he lla�; �.c c;;� t
certain that the property will not be occupied after the transfer of ownership to him.
In light of the expected use of the property, or rather the non-use of the property after the
transfer, I am attempting to determine whether the Board of Health would permit an
abandonment of the septic system as contemplated by Title V, section 15.354. This would avoid
the necessity of a inspection of a system which, upon transfer of the property involved, will not
be in use.
At the suggestion of Brian, I am writing this letter in hopes that you may provide some guidance
and clarification as to your board's position on this issue.
Thank you for your anticipated cooperation.
Yours truly,
Daniel T. Bowie
DTB/jij
cc: William Gillen