HomeMy WebLinkAboutMiscellaneous - 1679 OSGOOD STREET JONES & BEACH ENGINEERS, INC.
85 Portsmouth Avenue Riverbend Professional,Building
Post Office Box 219 291 Main Street,Suite 2
' Tele h on (6 03885 Post Office Box 484
Telephone: (603).772-4746
Fax: (603) 772-0227 Alton, NH 03809Fax:(603)875-8907
Email:jbe@jonesandbeach.com www.jonesandbeach.com
April 15, 2008
Town of North Andover Planning Department C-:
1600 Osgood Street, Bldg. 20, Suite 2-36 �-
North Andover, MA 01845 -
' RE: Preliminary Subdivision Application GMZ Realty Trust
Route 125 & Bradford Street,North Andover,MA ..
Tax Map 61, Lots 16 &34
' JBE Project#06163
Dear Board Members:
Jones &Beach Engineers, Inc.,on behalf of our client, GMZ Realty Trust,respectfully submits
an Application for Preliminary Subdivision Approval for a Planned Residential Development
' (PRD) on above referenced parcels. The existing parcel currently has 4 dwelling units located at
1679 Osgood Street. We have performeda yield plan that provides an additional 6 conventional
lots for a total of 10 units on the property. We would like to obtain a total of 7 single family lots
in the PRD and the existing units on Osgood Street would be removed prior,to the 7d'building
permit being issued and the front parcel would then be conforming to the current regulations.
The new residential lots will be serviced with Municipal water and on-site leach field areas. We
' request placement on the next public hearing scheduled for May 6, 2008.
' The following items are provided in support of this Subdivision Application:
1. Two (2) Completed Applications for Preliminary Subdivision Approval.
' 2. Copy of Signed Department Acknowledgement List.
3. Complete Checklist for Definitive Subdivision.
4. Owner's Letter of Authorization.
' 5. Deed representing ownership.
6. Abutters List (Certified by Assessor's Office), two(2) sets of abutters mailing labels
and two stamps for each abutter, Fourteen(14) additional stamps for surrounding City
' and Town notifications.
7. Checks in the amount of$765.00 for filing fees and $4,000.00.for project review fees.
8. Copy of Form 11, Soil Suitability Assessment.
9. Cut and Fill Sheet.
10. Two (2) Drainage Analysis Sediment&Erosion Control.Plan and Stormwater
Pollution Prevention Plan. '
' 11. Two (2) complete full size plan sets.
F:\L.and Projects 3\06163-N.Andover-1679-OsgoodSt\WORD FILES\PB Subdivision Cover Letter 4-2-08.doc
Ver truly yours,
JOES& B ArI- ENGINEERS, INC.
ph A. oro
L"'—�--
Vie President
' CC: Town Clerk1
(p an set.& application copy)
Board of Health(plan set&application copy)
' Department of Public Works (plan set&application copy)
Fire Department (plan set&application copy)
Conservation Department(plan set&application copy)
' Open Space Committee (plan set&application copy)'
Building Department(plan set&application copy)
School Department (plan set&application copy)
' Police Department (plan set& application copy)
Tim McIntosh, VHB(plan set&application copy)
GMZ Realty Trust (plan set&application copy)
' Mark Johnson(plan set&application copy)
Ken Sakurai(plan set&application copy)
FALand Projects 3\06163-N.Andover-1679-OsgoodSt\WORD FTLES\PB Subdivision Cover Letter 4-2-08.doc
' JOINS&BEACH ENGINEERS, INC
FORM B
' APPLICATION FOR PRELIMINARY SUBDIVISION APPROVAL
DATE: l k(o 6 0
(Stamp two (2) forms with the Town Clerk. File one (1) form with the Town Clerk and one (1) form with the
Planning Board)
To the Planning Board:
' The undersigned, being an applicant under Chapter 41, 81-S, MGL, for approval of a proposed subdivision plan,
hereby submits a Preliminary Plan and makes application for approval to the North Andover Planning Board.
1. Name of Applicant: G.M.Z. Realty Trust, C/O Nellie Saracusa
' Address: 1679 Osgood Street, North Andover, MA 01845
Signature of Applicant
2. Name of Subdivision: Bradford Street Subdivision
' 3. Location and Description of Property[include Assessor's Map&Lot and Zoning District(s)]:-
Subject parcels are located on Route 125 and Bradford street, known as Tax
' Map 61, Lots 16 & 34. Total lot area consists of 14.42 acres
4. Address of Property Being Affected: Route 125 & Bradford Street
Zoning
District: R-2, Residential 2
Assessors: Map#: 61 Lot# 16 & 34
' Saracusa Book 1720 193
5. Deed Reference: GMZ Book 2857 Page 347 and
Certificate of Title No. N/A
IN Of As
otr' JONATHAN S.
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6. Name of SurveyoNEngineer: Jones 1, Beach Engineers, Inc.
1 Attn: Joseph Coronati
Address: PO Box 219, Aratham, 03885
7. Signature of Owner(s):
' Address: 1679 Osgood freet, North Andover, MA 01845
1
Received: Town of North Andover Town Clerk(date stamp):
1 Signature of Town Official receiving this application:
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TOWN OF NORTH ANDOVER-PLANNING DEPA �3 - Z7a.off Fax co
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Checklist for a Definitive Subdivision o
M
This checklist is to be used as a guide for complying with the Town of North Andover's Definitive Subdivision regulations. A
completed checklist must be submitted as part of the required Definitive Subdivision application. The Planning Board shall make a
determination to accept, reject, or table an application based on both its review and the review and recommendation of the Department :z
of Planning and Community Development. �
Please fill out this checklist thoroughly by checking the appropriate box and providing the necessary information. Provide written M
justification for any waiver requests (including citing the appropriate section number of the regulations), or for any boxes checked d
"not applicable" if the reasons are not apparent. o
c
M
The Town of North Andover Bylaw is available for a fee at the Planning Department and Community Development of/on the Web at:
www.townofnorthandover.com. If you have any questions,please contact this office for assistance at: 978-688-9535.
NOT WAIVER
REQUIREMENTS ON PLAN APPLICABLE REQUESTED EXPLANATION
Submit 3 copies of plan 1"=40'&
Submit 12 copies of plan 11"x 17
1.North Arrow/Location Map El F1l m
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2.Survey of the Lot/Parcel 2 m
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3.Name/Description of ProjectU 3
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4. Easement/Legal Conditions E] 4
5. Topography n 5
6. Zoning Information 6.
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NOT WAIVER
RE UIREMENTS QkN PLAN APPLICABLE RE VESTED LXPLANTION
7. Storni Water Drainage Plan U [1 7.
8. Building(s) location 8,
N 9. Building elevationn n 9.
o-
10. Location of Parking/Walkways 10.
W
o l 1.Location of Wetlands U it.
0
ao
r- 12. Location of Walls/Signs L 12.
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13.1-ocation of Roadways F 13.
14. Outdoor Storage/Display Area n 14.
15. Landscaping Plan U 15.
16.Refuse Areas ❑ 16.
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17-Lighting Facilities n 17.
LU
18.Drainage Basin Study 18.
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19.Traffic Impact Study 19.
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_ 20. Commonwealth Review F 20.
021. Utilities n 21.
z 22.FiscalImpact L1 U 22. I
23. Community Impact D 23.
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Signature of person preparing the Checklist for a Definitive Subdivision.
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' Letter of Authorization
' I,Nellie Saracusa, 1679 Osgood Street,North Andover, MA 01845, owner of property
located in North Andover, MA, known as Tax Map 61,Lot 34, do hereby authorize Jones
& Beach Engineers, Inc., PO Box 219, Stratham,NH,to act on my behalf concerning the
' previously mentioned property. The parcel is located on Route 125 and Bradford Street
in North Andover, MA.
I hereby appoint Jones & Beach Engineers,Inc. as my agent to act on my behalf in the
t review process, to include any required signatures.
W ess Nellie Saracusa
Date
F:\Land Projects 3\06163-N.Andover-1679-OsgoodSt\WORD FILESTetter of Authorization Saracusa.doc
JONES&BEACH ENGINEERS, INC.
' Letter of Authorization
I,Nellie Saracusa, Trustee,G.M.Z. Realty Trust, 1679 Osgood Street,North Andover,
' MA, 01845, owner of property located in North Andover,MA,known as Tax Map 61,
Lots 16, do hereby authorize Jones&Beach Engineers, Inc.,PO Box 219, Stratham,NH,
to act on my behalf concerning the previously mentioned property. The parcel is located
' on Route 125 and Bradford Street in North Andover, MA.
I hereby appoint Jones &Beach Engineers,Inc. as my agent to act on my behalf in the
review process, to include any required signatures.
W[ness Nellie Saracusa Date
G.M.Z. Realty Trust
� r
F:\Land Projects 3\06163-N.Andover-1679-OsgoodSt\06163 Contract 2\Word\06163-Letter of Authorization-Owner.doc
JONES&BEACH ENGINEERS, INC.
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' MEMORANDUM
To: North Andover Planning Department
From: Applicant
Re: Department Acknowledgement of Receipt of Plans
1 Date:
Enclosed please find a copy of seven signatures each from the Department of Public Works,
Fire Department, Conservation Department,Board of Health,Building Department,
School Department and Police Department acknowledging receipt of plans of my proposal
1 to the Planning Board.
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SCHEDULE OF PLANNING BOARD FILING FEES
ANR Plans $40 plus $30 per lot line changed/
$70 per new lot created
Preliminary Subdivision Plan $275 plus $70 for each building lot
shown on plan
Modification to Preliminary Subdivision Plan $150 plus $75 for each lot affected and for
each new building lot created
Definitive Subdivision Plan $275 plus$325 per lot if preliminary plan
filed/$300 per lot if no preliminary plan
was filed
Modification to Definitive Subdivision Plan $125 plus$150 for each lot affected and for
each new building lot created
Special Permits $100
Modification/Extension of Special Permit $100
Site Plan Review $400 plus$0.07 per square foot of gross
floor area
Planned Residential Development Definitive Plan Review Fee plus $200 plus
Planned Development District $275 per lot
Continuing Care Retirement Center
NOTE: Filing fees do NOT include outside consultant review fees.
r
PROJECT REVIEW FEES
Preliminary plan, Modification of a Preliminary plan, Modification of a Definitive Plan, or
Modification of a Special Permit shall require the following initial Project Review Fee:
Proiect Size Fee
2-15 lots/units $2,000
16-20 lots/units $3,000
21-25 lots/units $4,250
More than 25 lots/units $5,000
Definitive Plan shall require the following initial Project Review Fee:
Pro'ect Size Fee
2-15 lots/units $4,000
16-20 lots/units $6,000
21-25 lots/units $10,000
More than 25 lots/units $12,000
Site Plan Review Special Permit shall require the following initial Project Review Fees:
Project Size Fee
Less than 10,000 square feet $2,000
10,000-30,000 square feet $3,000
30,000-50,000 square feet $4,000
More than 50,000 square feet $5,000
Special Permit (excluding site plan review) shall require a minimum of$2,000 for the initial
Project Review Fee. Depending on the complexity of issues presented, additional fees may be
required.
B [R857
aI, Grace R. Moschetto Zocco, forsarly knows as Grace R. Moschetto, 3477
of 1679 Osgood Street, North Andover . Essex cm*,wamduamis
being fYsarrW,foe eomid"iaa paid.and in full co&tidet gionof $.I.as
r, Grace R. Mosehetto Zoccn, formerly known as Grace K. Moschstto, and
It
w 5 thu CRM.Z.lRealty�Trustand
U.D.T Ikat dsDecerin ember Is 1988 rand recthey
rded herewith
of 160741 Osgood Street. North Andover, Massachusetts wib "adats nm"Nuft
v
w l The land with all the buildings thereon, situated in said North ifndevor,
Essex County, Massachusetts. c t is 16 s or loss, avid beta$ mrs
particularly shown on a plan entitled "Plan Showing A portion of Land Owaad":ly r
Concettina Coppola, North Andover, Maes., Aug. 1961, R. B. Brasnue Engr., lGivsrhilir i.
Mass.," to be recorded herewith in the North District Essex Registry of D*edo,.Plas
No. 4352, bounded and described es follows;
R
Beginning at the northwesterly corner of the herein described parcel at an iron
�4 pipe in the easterly line of Osgood Street and the southwasterly corner of land of
a John d Marguerite Roche; thence running southeasterly by-L*nd of said John i Mergoerits 1
} Roche 200 feet to an iron pipe at other land of the grantor. Cone*ttina Coppola; 1
thence running again southeasterly, but nor* easterly, by said other land of the
g grantor, Concettina Coppola, 426 feet more or less to the southerly corner of land
H of Michael 6 Sarah Mackor and the westerly corner of land of John 6 Rina Morreal. which
point is 300 feet westerly of the westerly line of Bradford Street; thence turning
and running southeasterly by land of John i Rina Morreal, land of Richard 6 Phil& Slsde,
a and land of Frank A. Verrecchia, 443.35 feet to a point-at other land of the grantors
Concettina Coppolp, said line being 300 feet westerly of and parallel to the
westerly line of Bradford Street; thence again southeasterly. but nor* southerly.
i by said other land of the grantor. Concettina Coppola, and land of Leo P. Poirier
R 400.10 feet to an iron pipe at land of Barker. said iron pipe being 322.0 feet
westerly of a stone monument in the westerly line of Bradford Street; thence turning
and running southwesterly by said land of Barker 443.75 feet more or less to an
iron pipe at land of Christopher i Elaine Adams; thence turning and running north
westerly by land of said Christopher 6 Elaine Adams 193.19 feet to an iron pipe;
thence turning and running southwesterly still by land of Christopher i Elaine
Adams. 414.26 feet to an iron pipe at'land of Tresarco Corp.; thence turning and
running northerly by land of said Tremarco Corp., land of Local C,N.A., land of
Bernard 6 Marguerite Bresnahan and land of Philip 6 Mary Roche, 656.34 feet to a
corner In the fence; thence running westerly as the fancy now stands and by land
Of said Philip i Mary Roche 283.0 feet mora or leas to the easterly line of Osgood i
? Street as altered and laid out as a State Highway by,the Department of Public Works"
r
to 1955; thence running northerly and slightly easterly by said easterly line of
Osgood Street and a curve of 1208.78 ft, radius, 472.84 feet wore or lose to a stens
sonusent inthe said easterly line of Osgood Street narking northerly and of said
curve of 1208.78 ft. radius; thence northeasterly, still.by said easterly line of
Osgood Street. 44.5 feet more or less to an iron pipe at the southwesterly corer
Of lend of John i Marguerite Roche and point of beginning.
t Excepting hiv*fron the land conveyed to Louis G. Brunelle by dead of the
Grantor dated February 27, 1976, and recorded in northers Basex Registry Book 1.332
Pap 517.
Being the sane prasdaea eyed to. the Grantor and others by dead of comcettiad
Coppola, date iq !.f . 1%1 and recorded to Northam Evans: Rsiiserq
Book 944 Pap 147. t
The consideration tot this conveyance is loss than Ose Nwadred Dollars (91OO.a)"
(•sdiddeel Jest?ansb-•fiuesYlsCrawoa.)
BK2857
349
�d11k�1 ■► haod ud ad tbat 1st Dacasber _r »11, aS t
'
Ce
Grace K. Moschatto Zama
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EsslDt. a{,
71-P-"dl7aPPe+*d dwaboe=md Grace x. wachatto Locco
Sed wdmowfedged the f wedaiq tosb meat lobe of her free act Rad dead.Wvm
.. .. �. _
uta.ry rte-.Frr.r.i+r,,iu.
Recorded Dec.15,1988 at 2:39PH #30213
1
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Abutter to Abutter( ) Building Dept. ( ) Conservation ( ) Zoning ( )
i
REQUIREMENT: MGL 40A,Section 11 states in part"Parties in Interest as used in this chapter shall mean the petitioner,
abutters,owners of land directly oppositeon any public or private way,and abutters to abutters within
three hundred(300)feet of the property line of the petitioner as they appear on the most recent applicable
tax list,not withstanding that the land of any such owner is located in another city or town,the planning
board of the city or town,and the planning board of every abutting city or town."
Subject Property:
' MAP PARCEL Name Address
61 34 Nellie Saracusa 1679 Osgood Street North Andover,MA 01845
Abutters Properties
' Map Parcel Name Address
61 16 GMZ Realty Trust 1679 Osgood Street North Andover,MA 01845
61 23 Victor Andreoli 15 Bradford Street North Andover,MA 01845
61 25 Richard Slade 21 Bradford Street North Andover,MA 01845
61 33 Richard Walker 23 Bradford Street North Andover,MA 01845
61 35 Jennifer Teneriello 27 Bradford Street North Andover,MA 01845
61 36 Elizabeth Poirer 29 Bradford Street North Andover,MA 01845
61 58 Robert Gioseffi 19 Bradford Street North Andover,MA 01845
61 66 Carey Storage 1701 Osgood Street North Andover,MA 01845
61 67 PEA Films 799 Crandon Blvd Apt 602 Key Biscayne,FL 33149
61 74 Grimaldi Massimo 799 Crandon Blvd Apt 602 Key Biscayne,FL 33149.
Date 4/16/2008
Page 1 of 1
This certifies that the names appearing on the
records ofthe Assessors Office as of
fr
. at iaAJ--Xy t, >ma
' Certified by: Date 4114 0�
tAbutter to Abutter( ) Building Dept. ( ) Conservation ( ) Zoning ( )
REQUIREMENT: MGL 40A,Section 11 states in part"Parties in Interest as used in this chapter shall mean the petitioner,
abutters,owners of land directly oppositeon any public or private way,and abutters to abutters within
' three hundred(300)feet of the property line of the petitioner as they appear on the most recent applicable
tax list,not withstanding that the land of any such owner is located in another city or town,the planning
board of the city or town,and the planning board of every abutting city or town."
Subject Property:
MAP PARCEL Name Address
61 16 GMZ Realty Trust 1679 Osgood Street North Andover,MA 01845
Abutters Properties
Map Parcel Name Address
61 17 Roy McKinney PO Box 8373 Ward Hill,MA 01835
' 61 22 Hazel Orchard 11 Bradford Street North Andover,MA 01845
61 23 Victor Andreoli 15 Bradford Street North Andover,MA 01845
61 25 Richard Slade 21 Bradford Street North Andover,MA 01845
61 33 Richard Walker 23 Bradford Street North Andover,MA 01845
61 34 Nellie Saracusa 1679 Osgood Street North Andover,MA 01845
61 35 Jennifer Teneriello 27 Bradford Street North Andover,MA 01845
61 36 Elizabeth Poirer 29 Bradford Street North Andover,MA 01845
61 38 Roy McKinney PO Box 8373 Ward Hill,MA 01835
61 66 Carey Storage 1701 Osgood Street North Andover,MA 01845
' 61 7 Glen Randall 29 White Birch Lane North Andover,MA 01845
61 24 Gerald Hall 55 Bradford Street North Andover,MA 01845
61 31 Emma Uliano 31 Bradford Street North Andover,MA 01845
61 32 Russell Moschetto 63 Bradford Street North Andover,MA 01845
' 61 89 Douglas Swatski 45 White Birch Lane North Andover,MA 01845
61 90 Francis Banacos 53 White Birch Lane North Andover,MA 01845
61 91 Ann Marie Towne 61 White Birch Lane North Andover,MA 01845
61 92 Joan Betty 67 White Birch Lane North Andover,MA 01845
61 93 Joseph Andriolo 37 White Birch Lane North Andover,MA 01845
34 1 Tyler Munroe 100 Foster Street North Andover,MA 01845
34 2 Tyler Munroe 100 Foster Street North Andover,MA 01845
34 3 1627 Osgood Street,LLC 20 Terry Avenue Burlington,MA
34 4 SPEC Realty 35 Webster Street#302 East Boston,MA 02128
34 5 JDP Development 12 Rogers Road Haverhill,MA 01835
34 28 Hang'n Tree Realty 2110 White Birch Lane Haslet,TX 76052
34 31 SPEC Realty 35 Webster Street#302 East Boston,MA 02128
34 41 Microwave Engineering 1551 Osgood Street North Andover,MA 01845
34 44 Mason-Dixson Realty 1615 Osgood Street North Andover,MA 01845
34 17 Ozzy Properties 1600 Osgood Street North Andover,MA 01845
61 58 Robert Gioseffi 19 Bradford Street North Andover,MA 01845
This certifies that the names appearing on the Date 4/16/2008
records of the Assessors Office as of
Page 1 of 1
Ge tu/�/� l aao 6
Date
Certified by: "�
�r err �r r r� rr rr r r r r rr ■r ri r � r r r
1� Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
MassDEP has provided this form for use by on-site professionals and local Boards of Health. Other forms may be used, but the
information must be substantially the same as provided here. Before using this form, check with your local Board of Health to
determine the form they use.
A. Facility Information
G.M.Z. Realty Trust
Owner Name --
1679 Osgood Street 4 Map61, Parcels 16 & 34
Street Address Map/Lot#
North Andover MA 01845
City State Zip Code
B. Site Information
1. (Check one) ® New Construction ❑ Upgrade ❑ Repair
2. Published Soil Survey Available? ® Yes ❑ No If yes: 1981 1:15,840 Wnc& De
Year Published Publication Scale Soil Map Unit
Windsor& Deerfield WnC-Very rapid perm. and slope De-Very rapid permeability
Soil Name Soil Limitations
3. Surficial Geological Report Available? ❑ Yes ® No If yes: Year Published Publication Scale Map Unit
Geologic Material Landform
4. Flood Rate Insurance Map
Above the 500-year flood boundary? ® Yes ❑ No Within the 100-year flood boundary? ❑ Yes ® No
Within the 500-year flood boundary? ❑ Yes ® No Within a velocity zone? ❑ Yes E No
5. Wetland Area: National Wetland Inventory Map n/a
Map Unit Name
Wetlands Conservancy Program Map n/a _
Map Unit Name
Title 5 Form 11_1 •rev. 10/07 Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal •Page 1 of 8
r r r on M I♦ r M r MM r ■r r
Commonwealth of Massachusetts
�l City/Town of North Andover
I - Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
B. Site information (Continued)
Nov.,.
6. Current Water Resource Conditions (USGS): o2020ar07__ Range: ❑ Above Normal ❑ Normal ® Below Normal
7. Other references reviewed: --- --- ----- --- --C. On-Site Review (minimum of two holes required at every proposed primary and reserved disposal area)
Deep Observation Hole Number: TP1 12/19/07 9:00 35 Cloudy_________
Date Time Weather
1, Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan
Residential None 8% _
2. Land Use --- -----
(e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
Grass Outwash Plain - Back slope _ —
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body f e00 - Drainage Way e60 Possible Wet Area f 60
et
>1
Property Line e0t — Drinking Water Well feet 50 Other feet
Proglacial Outwash
4. Parent Material: - — Unsuitable Materials Present: ❑ Yes ® No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® No If yes: - ------ -- -- -- - --
Depth Weeping from Pit Depth Standing Water in Hole
_
Estimated Depth to High Groundwater: 39" (redox)___inches elevation
Title 5 Form 11 1 -rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal - Page 2 of 8
■r MIMIr r r i
Commonwealth of Massachusetts
City/Town of North Andover
h(- Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP1
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Consistence Other
Layer Moist(Munsell) (USDA) Cobbles& Structure
Depth Color Percent Gravel (Moist)
Stones
0-9 A 10YR 2/2 S L
9-17 B1 10YR 5/8 L S
17-32 B2 2.5Y 5/4 L S
32-93 C 2.5Y 6/3 39" 7.5YR4/6 M/F S 5% Gray. 5% Cobb. M F
2.5Y 7/2
Additional Notes:
No refusal
Title 5 Form 111 •rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal • Page 3 of 8
w w w w w w ww ww w ww ■w w ww w w ww ww �„
Commonwealth of Massachusetts
is City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
5-
- -- - ------------ ------------
C. On-Site Review (Continued)
Deep Observation Hole Number: TP2 12/19/07 9:00 35 Cloud
- ------- -- — -- - Y ---- - ------
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: - Location (identify on plan): See plan
2. Land Use -
Residential None 8%
- ----- ---- ----- -- ----
(e.g.,woodland, agricultural field,vacant lot, etc.) Surface Stones Slope(%)
Grass Outwash Plain Backslope _
Vegetation Landform Position on Landscape(attach sheet)
3, Distances from: Open Water Body f 200 - Drainage Way 320 Possible Wet Area e2t0 —
>150
Property Line e°t - Drinking Water Well feet Other feet
Proglacial Outwash
4. Parent Material: - -- Unsuitable Materials Present: ❑ Yes ® No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 41" redox
inches elevation
Title 5 Form 11_2-rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal • Page 4 of 8
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r Commonwealth of Massachusetts
G - City/Town of North Andover
1
�ry Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP2
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume _ Soil Soil
Depth(in,) Layer Moist(Munsell) (USDA) Structure
Depth Color Percent Gravel__F Consistence Other
Cobbles&Stones (Moist)
0-38 FILL -
38-56 B 10YR 5/8 41" 7.5YR4/6 L S
2.5Y 7/2
56-106 C 2.5Y 6/3 F/M S 5% Gray. 5% Cobb. M F
Additional Notes:
No refusal
Fill has buried debris and old 1"copper water line
Title 5 Form 112•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal • Page 5 of 8
rr r rr rr r rr rr �r rr rr rr �■r r■ r rr rr rl r
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Commonwealth of Massachusetts
- (F City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP3 12/19/07 9:00_________ _ 35 Cloudy
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: — - Location (identify on plan): See plan
2. Land Use
Residential None 5%
—- - ----- - ------- ._ __ —-----
(e.g.,woodland, agricultural field,vacant lot, etc.) Surface Stones Slope(%)
Grass Outwash Plain Backslope
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body f 300 Drainage Way 20 Possible Wet Area ee0
Property Line e°t Drinking Water Well feet Other feet
4. Parent Material: Proglacial Outwash Unsuitable Materials Present:
❑ Yes No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: F] Yes No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 30° (redox)
inches elevation
Title 5 Form 11_3-rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal °Page 4 of 8
rr ■r rr rr ar rr rr rr r rr �r rr r rr rr rr r�
rr
Commonwealth of Massachusetts
- _ City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP3
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Layer Moist(Munsell) (USDA) Structure Consistence Other
Depth Color Percent Gravel Cobbles& (Moist)
Stones
0-12 A 10 YR 2/2 S L
12-33 B 10YR 4/6 30" 7.5YR4/6 L S
2.5Y6/4
33-93 C 2.5Y 6/6 M/F S 5% Gray. 5% Cobb. M F
Additional Notes:
No refusal
Title 5 Form 11_3•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
° . Commonwealth of Massachusetts
—_V'424 City/Town of North Andover
l ; Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP4 12/19/07 9:00 35
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan
2. Land Use Residential None 5%
(e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%)
Grass Outwash Plain Backslope
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body ee00 — Drainage Way eet0 Possible Wet Area eeo
Property Line 35 Ce—et - Drinking Water Well feet Other feet
4. Parent Material:
ProglacialOutwash ® No
-- — Unsuitable Materials Present: ❑ Yes
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® NO If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 29° (redox) `
inches elevation
Title 5 Form 11_4•rev. 10/07 Form 11—Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
rr rr rr rr rr rr r rr rr rr r rr rr r rr rr rr r r
Commonwealth of Massachusetts
City/Town of North Andover
tiForm 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP4
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Consistence Other
Layer Moist(Munsell) (USDA) Cobbles& Structure
Depth Color Percent Gravel (Moist)
Stones
0-23 A 10 YR 2/2 S L
23-51 B2.5Y6/4
10YR 4/6 29" 7.5YR4/6 L S
51-100 C 2.5Y 6/6 M S 10% Cobb.
1% Stone M F
Additional Notes:
No refusal
Title 5 Form 11_4•rev. 1,0/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Page 5 of 8
rr rr r� rr rr rr rr rr r rr r� rr rr rr rr rr rr rr rr
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP5 12/19/07.---- 10:00 35 Cloudy
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: ---- Location (identify on plan): See plan
Residential None 5%
2. Land Use — --- —-- --- - -----------
(e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope (%)
Grass Outwash Plain Backslope _
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body f 500 Drainage Way ee5 — Possible Wet Area ee5 ---
Property Line Bet Drinking Water Wel! >150 feet Other feet
4. Parent Materia(: PreglacialOutwash Unsuitable Materials Present: F1 Yes No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: El Yes ® No If yes Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 17" (redox) _
inches elevation
Title 5 Form 11_5- rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
�r r wr rr rr rr rr rr r� rr rr rr rr rr rf r r rr rr
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment forOn-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP5 `
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Munsell Consistence Other
Moist Layer y (Munsell) (USDA) Cobbles& Structure
Depth Color Percent Gravel Stones (Moist)
0-12 A 10 YR 2/2 S L
12-19 B 2.5Y 5/4 17" 7.5YR5/8 L S
2.5Y 6/2
19-91 C 2.5Y 6/3 F/M S M F
Additional Notes:
No refusal
Title 5 Form 115•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP6 12/18/07 12:00__ 22 Sunni___ _
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan
2. Land Use Light woodland_ None 2%
— _ . ---- _ _ -
(e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12" trees saplings, brush Outwash Plain Top slope _
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body 2000 _ Drainage Way 115 possible Wet Area 115
feet feet feet
Property Line feet Drinking Water Well >150feet Other feet
4. Parent Material ❑
PM facial Outwash ® No
— Unsuitable Materials Present: Yes
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
94..
5. Groundwater Observed: ® Yes El No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 25" (redox) _
inches elevation
Title 5 Form 11_6-rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP6
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.)
Layer Moist(Munsell) (USDA) Cobbles& Structure Consistence Other
Depth Color Percent Gravel Stones (Moist)
10-0 Oi -
0-10 A 10YR 4/2 S L
10-17 B1 7.5YR 2.5/2 L S
17-32 B2 5YR 3/4 25" 7.5YR5/8 L S
2.5Y 6/2
32-78 C1 2.5Y 6/4 M/F S M F
78-96 C2 2.5Y 6/1 M/F S M F
Additional Notes
No refusal
Weep at 94"
Title 5 Form 116-rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
Commonwealth of Massachusetts
'. City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP7 12/18/07 12:00 22 Sunn_y__ _
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See
Light woodland None 2%
2. Land Use -- - - ------ - --- - --- ---- ---
(e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12° trees, saplings, brush Outwash Plain Shoulder slope _
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body 2000 Drainage Way te50 Possible Wet Area t et0--
Property Line 90t - Drinking Water Well >1fee50 Otherfeefeet
4. Parent Material: Proglacial Outwash Unsuitable Materials Present: ❑ Yes No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 45" (redox)
inches elevation
Title 5 Form 117•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Page 4 of 8
w M M M ■w M M w w w w r w w ww w w w w
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP7
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil
Moist Munsell
y (Munsell) (USDA) Cobbles& Structure
Depth(in.) Layer Consistence Other Depth Color Percent Gravel Stones (Moist)
3-0 Oi - -
0-8 A 10YR 43/4 S L
8-36 B 10YR 5/6 L S
36-90 C1 2.5Y 6/4 45° 7.5YR5/8 F/M S
2.5Y 6/2
90-100 C2 2.5Y 6/1 F/M S M F
Additional Notes:
No refusal
Title 5 Form 11_7•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
Commonwealth of Massachusetts
i City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP8 12/18/07 10:00 22 Sunny _
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: ---- Location (identify on plan): See plan -
Light woodland
2. Land Use --. -- --- -- None 2%,— -- ----
(e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12" trees, saplings, brush Outwash Plain Toe slope
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body feet 900 Drainage Way 300 Possible Wet Area 300
Property Line 50 Drinking Water Well '150 Other -----
feet feet feet
Proglacial Outwash
4. Parent Material: -- Unsuitable Materials Present: ❑ Yes ® No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed.- ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 44"
inches elevation
Title 5 Form 118•rev. 10/07 Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal Page 4 of 8
z�> Commonwealth of Massachusetts
alp City/Town of North Andover
-- Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: _TP8
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture % by Volume Soil Soil
Depth(in.) - Consistence Other
Layer Moist(Munsell) (USDA) Cobbles& Structure
Depth Color Percent Gravel (Moist)
Stones
3-0 Oi - -
0-8 A 10YR 3/2 S L
8-38 B 10YR 5/8 L S
38-96 C 2.5Y 6/8 44° 7.5YR5/8 F/M S M F
2.5Y 6/2
Additional Notes:
No refusal
Title 5 Form 118•rev. 10/07 Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
r r rr �r r� r r ■� r■ r rr rr rr rr rr rr � �r
y , Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP9 _ 12/18/07 10.00 22 Sunny
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: - Location (identify on plan): See plan
Light woodland None 2%
2. Land Use —�- -- -- - -- _ __ ---- -- - ---------
(e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12° trees saplings, brush Outwash Plain Toe slope------
Vegetation
ly_— _Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body 1900 Drainage Way 250 Possible Wet Area 250 —
feet feet feet
Property Line 60t Drinking Water Well feet>150 Other feet
Proglacial Outwash
4. Parent Material: Unsuitable Materials Present: E] Yes ® No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 41" (redox) —
inches elevation
Title 5 Form 119-rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
rl rr rr rr rr r� rr rr rr rr rr rr ■r rr rr rr rr rr r
Commonwealth of Massachusetts
City/Town of North Andover
W.
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP9
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Layer Moist(Munsell) (USDA) Cobbles& Structure Consistence Other
Depth Color Percent Gravel (Moist)
Stones
3-0 Oi - -
0-6 A 10YR 3/4 S L
6-33 B 10YR 5/6 L S
33-72 C1 2.5Y 6/4 41" 7.5YR5/8 F/M S
2.5Y 6/2
72-98 C2 2.5Y 6/1 F/M S M F
Additional Notes:
No refusal
B-Horizon has pockets of loamy sand 5YR 4/6
Title 5 Form 11_9•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
!• i i � i i !• i i i i i i i i i i i i
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP10 12/18/07 10:00 22 Sunny
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan_-__-
2. Land Use Light woodland None 5%
--- — -— - -
(e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12" trees, saplings, brush Outwash Plain Back slope _ _
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body feet 800 Drainage Way 40 Possible Wet Area 40
Property Line 60t Drinking Water Well >1fee50 Other feet
4. Parent Material: Proglacial Outwash Unsuitable Materials Present: El Yes ® No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 36" (redox)
inches elevation
Title 5 Form 1110•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 4 of 8
i i i i i i i i i i i i i i i i i !♦ i
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP 10
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Consistence Other
Layer Moist(Munsell) (USDA) Cobbles& Structure
Depth Color Percent Gravel (Moist)
Stones
3-0 Oi - -
0-14 A 10YR 3/4 S L
14-32 B 2.5Y 6/6 L S
32-96 C 2.5Y 6/4 36" 7.5YR5/8 F/M S M F
2.5Y 6/2
Additional Notes:
No refusal
Title 5 Form 11 10-rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
Commonwealth of Massachusetts
a� City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP11 12/18/07 10:00 22 Sunk_
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan
Light woodland None 8%
2. Land Use (e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12" trees, saplings, brush Outwash Plain Back slope
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body f 800 Drainage Way 2e00 et Possible Wet Area 2e00
Property Line f e0 Drinking Water Well >1fee50 Other feet
Proglacial Outwash
4. Parent Material Unsuitable Materials Present: El Yes ® No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® NO If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 53"(redox)
inches elevation
Title 5 Form 11 11 • rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal•Page 4 of 8
3 Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP11
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture % by Volume __ Soil Soil
Depth(in.) Layer Moist Munsell (USDA) Structure Consistence Other
y (Munsell)
Depth Color Percent ) Gravel Cobbles& (Moist)
Stones
0-13 A 10YR 3/2 S L
13-31 B 10YR 4/6 L S
31-53 C1 2.5Y 6/6 F/M S M F
53-101 C2 2.5Y 6/4 53" 7.5YR5/8 F/M S M F
2.5Y 7/2
Additional Notes:
No refusal
Title 5 Form 11 11 •rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
�■■r- .r �■■� � i■r �r r ri � �,�, r r
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP12 12/18/07 9:00 22 Sunni
— _ ---- - -
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan_
Light woodland None 3%
2. Land Use (e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12" trees, saplings, brush Outwash Plain Back slope
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body f e00 Drainage Way 18 0 Possible Wet Area f 80
eet
Property Line 35 feet Drinking Water Well feet>150 Other Leet
Proglacial Outwash
4. Parent Material Unsuitable Materials Present: F] Yes No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® NO If yes'. Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 32" (redox)
inches elevation
Title 5 Form 11 12-rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
Commonwealth of Massachusetts
M City/Town of North Andover
(f°
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP12
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Consistence Other
Depth(in.) Layer Moist(Munsell) (USDA) Cobbles& Structure (Moist)
Depth Color Percent Gravel Stones
0-16 A 10YR 3/2 S L Sabk F
16-32 B 10YR 5/8 L S Sabk F
32-108 C 2.5Y 6/3 M/F S M F
Additional Notes:
No refusal -- -----
Title 5 Form 1112•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP13 12/19/07 10:00 35 Cloudy
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan
Light woodland None 3%_____
2. Land Use (e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12" trees, saplings, brush Outwash Plain Top slope
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body f 700 Drainage Way ee0 Possible Wet Area eet0 —
Property Line ee0 Drinking Water Well fee50 Other feet
4. Parent Material: Proglacial Outwash Unsuitable Materials Present:
❑ Yes No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 22° (redox)
inches elevation
Title 5 Form 11_13•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
rr rr � r ar rr rr ar rr r �■r r� rr ar r r
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP13
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Layer Moist Munsell (USDA) Structure Consistence Other
y (Munsell) ) Cobbles& (Moist)
Depth Color Percent Gravel Stones
0-8 A 10YR 3/2 S L
8-26 B 10YR 5/8 L S
26-88 C 2.5Y 6/3 221, 7.5YR5/8 F/M S M F
2.5Y 6/1
Additional Notes:
No refusal
Title 5 Form 1113•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
� � � w � � � Ir r >•r � r err ■s r�r �r r�r ,� �
Commonwealth of Massachusetts
City/Town of North Andover
mi Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP14 12/18/07 3:00 22 Sunn
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: — Location (identify on plan): See plan
Light woodland _ None 8% _
2. Land Use (e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12" trees, saplings, brush Outwash Plain Top slope
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body 2100 Drainage Way 200 Possible Wet Area 200
feet feet feet
Property Line 35 feet Drinking Water Well feet Other feet i
Prog{acial Outwash
4. Parent Material: Unsuitable Materials Present: ❑ Yes ® No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 56" (redox)
inches elevation
Title 5 Form 11_14•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
i i i i i i i i i i i l i i i i i a i
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TPI-5
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Consistence Other
Layer Moist(Munsell) (USDA) Cobbles& Structure (Moist)
Depth Color Percent Gravel Stones
3-0 Oi
0-11 A 10YR 3/3 S L
11-33 B 10YR 5/8 L S
33-86 C 2.5Y 6/4 56" 7.5YR5/8 F/M S M F'
2.5Y6/2
Additional Notes:
No refusal
Title 5 Form 11 14•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP15 12/18/07 3:00 22 Sunk
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan
Light woodland None 5%
2. Land Use (e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12° trees, saplings, brush Outwash Plain Top slope __ _
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body 2100 Drainage Way 230 Possible Wet Area 230
feet feet feet
_
Property Line 90t> 150 Drinking Water Well feet Other feet
Proglacial Outwash
4. Parent Material Unsuitable. Materials Present: El Yes ® No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® NO If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 56" (redox)
inches elevation
Title 5 Form 11 15•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 4 of 8
Commonwealth of Massachusetts
City/Town of North Andover
-A,- ) Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP15
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil
Consistence Other
Depth(in.) Layer Moist(Munsell) (USDA) Cobbles& Structure (Moist)
Depth Color Percent Gravel Stones
3-0 Oi - -
0-8 A 10YR 3/3 S L
8-33 B 10YR 5/8 L S
33-84 C 2.5Y 6/4 56" 7.5YR5/8 F/M S M F
2.5Y 6/2 _
Additional Notes:
No refusal
Title 5 Form 1115•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
3w;, Commonwealth of Massachusetts
l� w City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Dee Observation Hole Number: TP16 12/18/07 2:00 22 Sunny -
p - --— -- -- – - -- ---
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan). See plan
Light woodland None 5%
2. Land Use (e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12" trees, saplings, brush Outwash Plain Back slope
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body 2100 Drainage Way 200 Possible Wet Area 200
feet feet feet
Property Line 35 Drinking Water Well feet>150 Other feet
4. Parent Material: Proglacial Outwash Unsuitable Materials Present: ❑ Yes No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 45" (redox)
inches elevation
Title 5 Form 1116-rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
Commonwealth of Massachusetts
City/Town of North Andover
� ! Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP16_
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Consistence Other
Layer Moist(Munsell) (USDA) Cobbles& Structure
Depth Color . Percent Gravel (Moist)
Stones
3-0 Oi
0-7 A 10YR 3/3 SL
7-26 B 10YR 5/8 LS
26-54 C1 2.5Y 6/4 45" 7.5YR5/8 M/F S M F
2.5Y 6/2
54-102 C2 2.5Y 7/3 M/F S M F
Additional Notes:
No refusal
Title 5 Form 1116•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
07 2
Deep Observation Hole Number: TP17 12/18/ :00 22 Sunny
---- 1 -/ - - - _
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan
Light woodland None 5%
2. Land Use (e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12 trees, saplings, brush Outwash Plain Back sloRe
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body 100 Drainage Way f e0 Possible Wet Area ee0
Property Line feet Drinking Water Well >1fee50 Other feet
Proglacial Outwash
4. Parent Material Unsuitable Materials Present: El Yes ® No
If Yes: ❑ Disturbed Soil ❑ Fill Material. ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 42" (redox)
inches elevation
Title 5 Form 1117-rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 4 of 8
Commonwealth of Massachusetts
1 pro City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP17
Redoximorphic Features Coarse Fragments A
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Consistence Other
Layer Moist(Munsell) (USDA) Cobbles& Structure
Depth Color Percent Gravel Stones (Moist)
3-0 Oi - -
0-6 A 10YR 3/3 S L
6-40 B 1 OYR 5/8 L S
40-66 C1 2.5Y 6/4 42" 7.5YR5/8 F/M S M F
2.5Y 6/2
66-94 C2 2.5Y 6/1 F/M S M F
Additional Notes:
No refusal
Title 5 Form 11_17•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
Commonwealth of Massachusetts
r City/Town of North Andover
t� Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP18 - 12/18/07 2:00 22 Sunny___
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan
2. Land Use
Light woodland None 3% _
--'-
(e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12" trees, saplings, brush Outwash Plain Toe slope
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body 2300 Drainage Way 115 Possible Wet Area 115
feet feet feet
>150 _
Property Line
130
et Drinking Water Well feet Other feet
Proglacial Outwash
4. : Parent Material: Unsuitable Materials Present: F1 Yes No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater. 26" (redox)
inches elevation
Title 5 Form 11 18•rev. 10/07 Form 11 —Soil Suitability Assessment for on-Site Sewage Disposal •Page 4 of 8
rr w w w r w ar rr r rr rr rr r■ r■ r r wr r rr
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP18
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Layer Moist Munsell (USDA) Structure Consistence Other
Y (Munsell) ) Cobbles& (Moist)
Depth Color Percent Gravel Stones
3-0 Oi -
0-10 A 10YR 3/3 S L
10-26 B 10YR 3/6 L S
26-60 C1 2.5Y 6/1 26° 7.5YR5/8 F/M S
2.5Y 6/2
60-93 C2 2.5Y 5/3 S L M F
Additional Notes:
No refusal --------- —-- — —
Title 5 Form 1118•rev. 10/07 Form 11 -Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
Commonwealth of Massachusetts
;6 City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
i
C. On-Site Review (Continued)
Deep Observation Hole Number: TP18a 12/18/07 2:00 22 Sunny
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan). See plan _
Light woodland None 3%
2. Land Use (e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12" trees, saplings, brush Outwash Plain Back slope _
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body ee00 Drainage Way 6°t Possible Wet Area 60t
_
Property Line 12
e5 Drinking Water Well feet>150 Other Leet
Proglacial Outwash
4. Parent Material Unsuitable.Materials Present: EI Yes ® No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® NO If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 26" (redox)
inches elevation
Title 5 Form 1118a -rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal -Page 4 of 8
Commonwealth of Massachusetts
City/Town of North Andover
O Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP18a
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Consistence Other
Layer Moist(Munsell) (USDA) Cobbles& Structure
Depth Color Percent Gravel (Moist)
Stones
3-0 Oi - -
0-5 A 10YR 3/3 S L
5-30 B 10YR 5/8 26° 7.5YR5/8 L S
2.5Y 6/2
30-34 CI 2.5Y 6/4 F/M S
34-54 C2 2.5Y 6/1 F/M S M F
54-88 C3 2.5Y 5/3 S L
Additional Notes:
No refusal
Title 5 Form 11 18a•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP18b 12/19/07 1:00 35 Cloudy
— — -- —
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan
Light woodland None _ 8% _
2. Land Use (e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(/-)
12" trees, saplings, brush Outwash Plain Shoulder slope
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body 2300 Drainage Way 170 Possible Wet Area 1770—
feet feet feet
Property tine 70 Drinking Water Well '150 Other
feet feet feet
4. Parent Material: Proglacial Outwash Unsuitable Materials Present: ❑ Yes ® No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 108" (pit bottom)
inches elevation
Title 5 Form 11 18b•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
yam, Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP18b
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Consistence Other
Layer Moist(Munsell) (USDA) Cobbles& Structure
Depth Color Percent Gravel (Moist)
Stones
3-0 Oi _
0-6 A 10YR 3/3 S L
6-24 B 10YR 5/8 LS
24-108 C 2.5Y 6/3 M S
Additional Notes:
No refusal
No redox observed
Title 5 Form 11_18b•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
.. .� MM r _
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP19 12/18/07 2:00 22 Sunny
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan _
2. Land Use Light woodland None 3%
(e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12" trees saplings, brush _ Outwash Plain _ Toe slope
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body feet Drainage Way f 00 Possible Wet Area e00
et
Property Line Bet Drinking Water Well >1fee50 Other feet
Progiacial Outwash
4. Parent Material - Unsuitable Materials Present: ❑ Yes No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 26" (redox)
inches elevation
Title 5 Form 1119-rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
Commonwealth of Massachusetts
City/Town of North Andover
.� Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP19
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Consistence Other
Layer Moist(Munsell) (USDA) Cobbles& Structure
Depth Color Percent Gravel Stones (Moist)
3-0 Oi -
0-14 A 10YR 3/3 S L
14-30 B 10YR 5/8 26" 7.5YR5/8 L S
2.5Y 6/6
30-36 C1 2.5Y 6/4 F/M S M F
36-46 C2 2.5Y 6/1 F/M S M F
46-96 C3 2.5Y 5/3 S L M F
Additional Notes.-
No
otes:No refusal
Title 5 Form 11_19•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
Commonwealth of Massachusetts
a (-
City/Town of North Andover
�
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Dee Observation Hole Number: TP19b 12/19/07 1:00 35 Cloudy- -
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan
2. Land Use
Light woodland None _ 5%
(e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12" trees saplings, brush Outwash Plain Shoulder slope
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body 2e3e00 Drainage Way 18 0 Possible Wet Area f 80 --
eet
_
Property Line 60t Drinking Water Well feet>150 Other feet
Proglacial Outwash
4. Parent Material Unsuitable Materials Present: El Yes No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes E No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 108" (pit bottom)
inches elevation
Title 5 Form 11 19b•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
Commonwealth of Massachusetts
City/Town of North Andover
R Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP19b _
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Layer Moist Munsell (USDA) Structure Consistence Other
y (Munsell)
)Depth Color Percent Gravel Cobbles&Stones (Moist)
3-0 Oi - -
0-6 A 10YR 3/3 S L
6-24 B 10YR 5/8 L S
24-108 C 2.5Y 6/3 M S
Additional Notes:
No refusal _
No redox observed
Title 5 Form 1119b•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
IMF S >•■
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP20 12/18/07 12:00 22 Sunny
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan i _
Light woodland None 5%.
2. Land Use (e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12" trees, saplings, brush Outwash Plain Back slope
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body 2000 Drainage Way 80t Possible Wet Area 80
Property Line 185 >150 Drinking Water Well feet Other Leet
Proglacial Outwash
4. Parent Material Unsuitable Materials Present: El Yes No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 37" (redox)
inches elevation
Title 5 Form 1120• rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
r r r ■r r �r rr r ri rr r r r ■r rr r r rr arrr
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP20
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Layer Moist Munsell (USDA) Structure Consistence Other
Y (Munsell) � Gobbles 8 (Moist)
Depth Color Percent Gravel Stones
3-0 Oi -
0-6 A 10YR 3/3 S L
6-28 B 10YR 5/8 L S
28-66 C1 2.5Y 6/4 37" 7.5YR5/8 M/F S M F
2.5Y 6/2
66-90 C2 2.5Y 5/3 M/F S M F
Additional Notes:
No refusal
Title 5 Form 1120•rev. 10/07 Form 11 —Soil Suitability Assessment for On.-Site Sewage Disposal •Page 5 of 8
sy Commonwealth of Massachusetts
City/Town of North Andover
i > Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
jr
C. On-Site Review (Continued)
DTP21 12/19/07 12:00 35 Cloudy
Deep Observation Hole Number: -
— - — - - - --- - --
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan _
2. Land Use
Light woodland None 5%
-----
(e.g.,woodland,agricultural field,vacant lot, etc.) Surface Stones Slope(%)
12° trees, saplings, brush _ Outwash Plain Back slope
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body 1800 Drainage Way 80 Possible Wet Area 80 --
feet feet feet
Property Line feet Drinking Water Well fee50 Other feet
Proglacial Outwash
4. Parent Material Unsuitable Materials Present: ❑ Yes ® No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 36" (redox)
inches elevation
Title 5 Form 11_21 •rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
3 Commonwealth of Massachusetts
F City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP21
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Consistence Other
Layer Moist(Munsell) (USDA) Cobbles& Structure (Moist)
Depth Color Percent Gravel Stones
3-0 Oi -
0-10 A 10YR 3/3 S L
10-34 B 10YR 5/8 L S
34-54 C1 2.5Y 6/3 36° 7.5YR5/8 M S
2.5Y 6/2
54-108 C2 2.5Y 7/2 F/M S
Additional Notes:
No refusal
Title 5 Form 1121 •rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
r r rr r r r r r r r r r r r r r r r r
Commonwealth of Massachusetts
511", City/Town of North Andover
�! 1) Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: _TP22 12/19/07 12:00 35 Cloudy
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan
2. Land Use Light woodland None _ 5%
(e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12" trees, saplings, brush Outwash Plain Back slope _
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body 1700 Drainage Way 75 Possible Wet Area 75
feetfeet feet
Property Line 80t Drinking Water Well feet>150 Other feet
Proglacial Outwash
4. Parent Material Unsuitable Materials Present: El Yes ® No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: inc (redox)
inches elevation
Title 5 Form 1122•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
a5 Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP22
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Layer Moist(Munsell) (USDA) Structure Consistence Other
Depth Color Percent Gravel Cobbles& (Moist)
Stones
3-0 Oi
0-12 A 10YR 3/3 S L
12-35 B 10YR 5/8 LS
35-58 C1 2.5Y 6/3 35" 7.5YR5/8 M S —
2.5Y 6/2
58-108 C2 2.5Y 7/2 F/M S
Additional Notes:
No refusal
Title 5 Form 112,2-rev. 10/07 Form 11-Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Dee Observation Hole Number: TP23 12/18/07_ 9:00 22 Sunni
Deep Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan _`
Light woodland None _ 3%
2. Land Use (e.g.,woodland,agricultural field,vacant lot,etc.) Surface Stones Slope(%}
12" trees, saplings, brush Outwash Plain Back slope
Vegetation Landform Position on Landscape(attach sheet)
3. Distances from: Open Water Body f 600 Drainage Way et 40 Possible Wet Area 40
_
Property Line t et0 Drinking Water Well feet>150 Other feet
Proglacial Outwash
4. Parent Material Unsuitable Materials Present: ❑ Yes No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 42" (redox)
inches elevation
Title 5 Form 1123•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 4 of 8
Commonwealth of Massachusetts
City/Town of North Andover
i
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP23
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix:Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Layer Moist Munsell (USDA) Structure Consistence Other
y (Munsell)
)Depth Color Percent Gravel Cobbles&Stones (Moist)
0-12 A 10YR 3/2 S L Sabk F
12-30 B 10YR 4/6 L S Sabk F
30-103 C 2.5Y 6/4 42" 7.5YR5/8 M/F S M F
2.5Y 7/2
Additional Notes:
No refusal
Title 5 Form 1123•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP24_ _ 12/18/07 9:00 22 Sunny -
Date Time Weather
1. Location
Ground Elevation at Surface of Hole: Location (identify on plan): See plan
Light woodland None 5%
2 Land Use (e.g.,woodland, agricultural field,vacant lot,etc.) Surface Stones Slope(%)
12° trees, saplings, brush Outwash Plain Back slope _
Vegetation Landform Position on Landscape(attach sheet) i
3. Distances from: Open Water Body 1600 Drainage Way 100 Possible Wet Area 100
et et et
Property Line 60t Drinking Water Well >1fee50 Other feet
Proglacial Outwash
4. Parent Material Unsuitable Materials Present: EJ Yes ® No
If Yes: ❑ Disturbed Soil ❑ Fill Material ❑ Impervious Layer(s) ❑ Weathered/Fractured Rock ❑ Bedrock
5. Groundwater Observed: ❑ Yes ® No If yes: Depth Weeping from Pit Depth Standing Water in Hole
Estimated Depth to High Groundwater: 66" (redox)
inches elevation
Title 5 Form 11_24•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal Page 4 of 8
ate, Commonwealth of Massachusetts
City/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
C. On-Site Review (Continued)
Deep Observation Hole Number: TP24
Redoximorphic Features Coarse Fragments
Soil Horizon/Soil Matrix: Color- (mottles) Soil Texture %by Volume Soil Soil
Depth(in.) Consistence Other
Layer Moist(Munsell) (USDA) Cobbles& Structure
Depth Color Percent Gravel (Moist)
Stones
0-24 A 10YR 3/2 S L Sabk F
24-58 B 10YR 4/6 L S Sabk F
58-110 C 2.5Y 6/4 66" 7.5YR5/8 M/F S M F
2.5Y 7/2
i
Additional Notes:
No refusal
Title 5 Form 1124•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 5 of 8
rr rr r r r r r rr r r r rr rr rr r rr rr Mimi
Commonwealth of Massachusetts
City/Town of North Andover
- - ' Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
D. Determination of High Groundwater Elevation
1. Method Used:
❑ Depth observed standing water in observation hole A. B,
inches inches
❑ Depth weeping from side of observation hole A. B.
ch
ines inches
® Depth to soil redoximorphic features (mottles) A. See Individual Soil Logs B.
inches inches
❑ Groundwater adjustment(USGS methodology) A. — 8--- — --
inches inches
2.
Index Well Number Reading Date Index Well Level
Adjustment Factor Adjusted Groundwater Level
E. Depth of Pervious Material
1. Depth of Naturally Occurring Pervious Material
a. Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil
absorption system?
® Yes ❑ No
b. If yes, at what depth was it observed? Upper boundary: See Individual lower boundary: See Individual
Soil Log Soil Log
Title 5 Form 11-24•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 6 of 8
Commonwealth of Massachusetts
rCity/Town of North Andover
Form 11 - Soil Suitability Assessment for On-Site Sewage Disposal
F. Certification
I certify that I am currently approved by the Department of Environmental Protection pursuant to 310 CMR 15.017 to conduct soil
evaluations and that the above analysis has been performed by me consistent with the required training, expertise and experience
described in 310 CMR 15.017. 1 further certify that the results of my soil evaluation, as indicated in the attached Soil Evaluation Form,
are accurate and in accordance with 310 CMR 15.100 through 15.107.
i� _
12/21/07
Signature of Soil aluator i Date y
Thomas Hector November 9, 2004_
Typed or Printed Name of Soil Evaluator/License# Date of Soil Evaluator Exam
Randy Burley, Mill River Consulting _ North Andover_
Name of Board of Health Witness Board of Health
Note: In accordance with 310 CMR 15.018(2)this form must be submitted to the approving authority within 60 days of the date of field testing, and
to the designer and the property owner with Percolation Test Form 12.
Title 5 Form 11_24•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 7 of 8
Commonwealth of Massachusetts
City/Town of North Andover
- ) Form 11 - Soil Suitability Assessment for ®n-Site Sewage Disposal
Field Diagrams
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Title 5 Form 11 24•rev. 10/07 Form 11 —Soil Suitability Assessment for On-Site Sewage Disposal •Page 8 of 8
PRELIMINARY VOLUME CALCULATIONS 4-17-08.txt
site volume Table: unadjusted
Cut Fill Net
yards yards yards Method
1 Site: SAKURAI
Stratum: sakurai ex-surface proposed
4773 3863 910 (C) Grid
1
1
1
1
i
1
1
1
1
1
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