10D-028 150 main st planningNNW
.
Richard Finn & Sons
29 Hickory Drive
Florence, MA 01062
(413)584 -4172
Robert Grout & Mary Lee Grout
150 Main Street
Leeds, MA 01053
RE: Breach of Contract
Completion of Lawn
150 Main Street, Leeds, MA 01053
Contract Dated June 11, 1999
June 6, 2000
We are in receipt of a letter from Patrick J. Melnik, Attorney -at -Law, (Exhibit B), dated
May 30, 2000 regarding above referenced subject.
In this letter he states all work to be completed by October 15, 1999. As we both know
extremely well the completion date was extended an additional six weeks at your request
(see minutes of meeting at Conservation hearing dated October 14, 1999, Exhibit A).
You asked us to draw a new site plan to reflect the removal of 200 cubic yards of fill in
the front yard. On October 14, 1999 I presented the site map and all requested changes.
You were the applicant and present at the meeting. The new completion date for the
house was moved to approximately December 1, 1999 and it was too late for a lawn in
December. It was told to the Conservation Commission we would install a new lawn
the following Spring.
It is total misrepresentation of the truth to lead anybody to believe the original date
completion date would stay October 15, 1999.
As we built a beautiful home with no flaws or problems reported to us or your attorney,
we are at a total loss to understand our dismissal. We never refused to do the work to
complete the lawn.
As General Contractor and Field Representative to the Conservation Commission, we
determined this lot, in particular, due to its highly sensitive location with water on three
sides, that no lawn could be installed at 150 Main Street due to the excessive rain and
cold weather from April 1, 2000 to about May 20, 2000.
James Finn, late in May, made a personal visit to 150 Main Street, Leeds. Jim talked
to Robert Grout and reviewed the silt fence at this time. Robert Grout made it clear he
was happy we delayed the lawn, as we would have lost it all in the Mill River.
'"W
You were scheduled for loam delivery on Monday June 5, 2000. Spreading , raking and
seeding were to be completed in the following days. Our price was not to exceed
$2000.00. The $2000.00 was to cover loam only on flat areas as well as seeding and
raking. This adjustment was agreed upon when we drafted all agreements for the
October 14, 1999 hearing.
The re mainin g side hills were to have wild flowers to grow in natural terrain. As advised
to you by your landscape architect. The wild flowers on hill sides were to be planted in
the Spring as well.
As we are denied the right to complete work for the terms and prices stated, (with no
reason offered for dismissal), you may not reserve the right to make additional claims,
if you choose another Contractor.
Due to your Breach of Contract, we expect payment in full of remaining balance of
$2000.00 due upon receipt. Without final payment you could void your warranties.
Very Truly Yours,
I
Richard Finn
cc: Patrick J. Melnick
Attorney -at -Law
110 King Street
Northampton, MA 01060
Carolyn Misch
Senior Planner
Permits Manager
Office of Planning & Development
City of Northampton
210 Main Street
City Hall
Northampton, MA 01060
enclosed: Exhibit A
Exhibit B
Certified Mail
Regular Mail
Patrick I Melnik Esq.
`we Attorney at Law
110 King Street
Northampton, Ma. 01060
May 30, 2000
Richard I. Finn & Sons Builders
29 Hickory Drive
Florence, Ma 01062
Re: Robert and Mary Lee Grout
150 Main Street, Leeds, Massachusetts
Dear Mr. Finn:
..-1
email: pmelnik @javanet.com
Telephone (413) 584 -6750
Fax (413) 584 -6789
/ l !
Please be advised that I represent Robert and Mary Lee Grout, the owners of
the property located at 150 Main Street, Leeds, Massachusetts where you
constructed a new home.
As you know, pursuant to your contract, all of the work was to be completed
by October 15, 1999. As of this date, the lawn still has not been put in, there is not
been any loam, finish raking and seeding. You are also aware that there is an Order
of Conditions with the Conservation Commission that requires all of the work
specified to be done under the Order of Conditions to be done in a timely manner.
On account of your default and the failure to perform, Robert and Mary Lee
Grout are hiring another contractor to finish the site work that you have refused to
complete.
-2-
I..
rn
Robert and Mary Lee Grout reserve the right to make claim against you for
any loss that they incur as a result of your failure to perform this portion of the
contract.
PJM/jn
043leto)(12 -13)
r ly,
I Melnik
cc. Robert and Mary Lee Grout
P.O. Box 64
Leeds, Ma 01053
PLAN*MG AND DEVELOPMENT . Cr&oF NORTHAmrmN
CitYHaff • 2zo Main S&M • Nmtbampton,MAoio6o . (4131587 -X266 . Fax(4.z31587 -1264
wayre xeiden, Director - email_ planning@city.northam pton.mams - internet: wwwcity.nortbampton.mams
Northampton Conservation Commission
Minutes of Meeting
October 14, 1999
The Northampton Conservation Commission held a meeting on Thursday, October 14, 1999 at
5:30 p.m. in Hearing Room 18, Second Floor City Hall, 210 Main Street, Northampton, MA.
Present were Members: Chair Mason Maronn, Frank Fournier, III, Jim Kaplan and Susan Roy
(acting Secretary).
Staff' Senior Planner John Bennett.
Chair Maronn opened the meeting at 5:45 p.m.
At 5: 4 p.m., Maronn opened the Public Hearing on a Notice of Intent filed by Roy
Giangre rio to construct a 12' wide driveway within the buffer zone of a wetland an
construct a s 'c system over seventy -five feet from a wetland with associated ero ' n controls,
grading and site ilization, for property located at 808 Florence Road, No mpton, also
known as Northam n Assessor's Map 44, Parcel 3.
Roy Giangregorio was
Members discussed the following pr sed conditions:
- - -- Standard Conditions #1 - #23.
PRE - CONSTRUCTION
4. Prior to the start of any sit ork, excavation or cons lion, a preconstruction
conference shall be he on the site, between the contracto nducting the work, the
site /project engine ,the applicant, and a member or agent of Conservation
Commission, i order to ensure that the requirements of this Orde a understood by all
parties. Pri to the pre - construction meeting, all erosion control devic must be
install , also.
DURING ACTIVE CONSTRUCTION:
AND SEDIMENTATION CONTROL:
planning board - conservation commission - zoning board o(appeals - bowsing partnership - "velopmentaut6rit q
economicdevelopment - commnnitgdevelopment - historic district comrnissi n - bistoricalcommission - northamptonGIS
i• � i
within 30 days of disturbance shall be stabilized by temporary measures
acceptable to the Conservation Commission.
Any regraded slopes with slopes greater than 3:1 shall also be further stabilized b�
erosion control blankets followed by the seeding and fertilizing measures
entioned in #1, A -E above.
Ha ales shall be located as shown on the revised, marked -up pla/mmitted by
Roy gr egorio at the Notice of Intent hearing on September 13
Roy moved to [close the blic Hearing and] issue the conditions as dis ssed. Frank
seconded. The motion pass unanimously 4:0.
Ugone/Whalen Orders of
Members discussed the following orders:
- - -- Standard Conditions #1 - #23.
PRE - CONSTRUCTION
4. Prior to the start of any site
conference shall be held on
site /project engineer, the
Commission, in order t em
parties. Prior to the e-c=
installed, also.
excavation or co ction, a preconstruction
site, between the con or conducting the work, the
ant, and a member or ages f the Conservation
that the requirements of this er are understood by all
;tion meeting, all erosion contro evices must be
- - -- Dr5oging shall not exceed one hundred cubic yards of material.
- - -- /Replanting must provide equal or better wildlife habitat values.
Fou'ruot moved to issue the conditions as discussed. Roy seconded. The motion
una P 4:0.
Discussion of Proposed Plan Changes - Grout Property (Arch Street/Main Street)
Richard Finn, James Finn and Robert Grout were present to discuss proposed changes to the
approved plan.
Finn advised members that the house and garage had been constructed, but the septic system was
not yet installed. He reported that there had been erosion at the base of the driveway due to
3
...0'
work done by the gas company to find a gas leak. Finn said they planned to stabilize the
driveway by putting down twelve inches of trap rock grave in that area.
Finn said the silt fence enclosed the areas shown in pink and green on the new plan submitted.
Maronn recommended armored silt fence and bales of hay across the drive each evening.
Finn requested approval of the following plan changes without requiring the filing of an amended
Notice of Intent:
1) [Adjustments in grading to] change the water flow away from the septic system an d
towards the back of the house. Finn indicated that this was a contractor's decision made
in response to field conditions.
2) [Addition ofJ turn- around in the old area of the gravel drive.
Finn also requested permission to "soften" the ridge along the top of the hill (shown in pink) and
distribute the pitch at two percent (2 %). He clarified that he would leave permanent markers at
the boundary as shown on the previous plan but just soften the pitch at the top of the bank.
Members requested that Finn notify the Office of Planning & Development if the gas company
continued work on the property.
Members and Finn also discussed stabilizing the slope by Arch Street. Maronn recommended
tobacco netting or a similar product to hold it until Spring.
Members agreed that the - change to the plan shown in pink could be approved as a field change.
It was agreed that the applicant would return in the spring with revised plans to further stabilize
and maintain both the driveway and the slope abutting Arch Street.
4
'%Nw ..
Massachusetts Department of Environmental Protection
,
Bureau of Resource Protection - Wetlands DEP File Number:
WPA Form 8B — Certificate of Compliance 246 -412
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP
City of Northampton Wetlands Protection Ordinance, Chapter 24
A. Project Information
Important:
When filling out
forms on the
computer, use
only the tab
key to move
your cursor -
do not use the
return key.
tab
rerun
1. This Certificate of Compliance is issued to:
Robert Grout and Mary Lee Grout
Name
150 Main Street
Mailing Address
Leeds MA 0 1053
City/ I own
State
Zip Code
2. This Certificate of Compliance is issued for work regulated by a final Order of Conditions issued to:
Robert Grout and Mary Lee Grout
Name
June 9, 1999 246 -412
Dated DEP File Number
3. The project site is located at:
Arch Street at the intersection of Main Street
Leeds
Street Address
City/Town
Map 10D
28
Assessors Map /Plat Number
Parcel /Lot Number
the final Order of Condition was recorded at the Registry of Deeds for:
Robert Grout and Mary Lee Grout
Property Owner (if different)
Hampshire
5722 192
County
Book Page
Certificate
4. A site inspection was made in the presence of the applicant, or the applicant's agent, on:
December, 2000
Date
B. Certification
Check all that apply:
® Complete Certification: It is hereby certified that the work regulated by the above - referenced
Order of Conditions has been satisfactorily completed.
❑ Partial Certification: It is hereby certified that only the following portions of work regulated by the
above - referenced Order of Conditions have been satisfactorily completed. The project areas or work
subject to this partial certification that have been completed and are released from this Order are:
WPA Form 86
Rev. 02/00 Page 1 of 3
ti`i V100
Massachusetts Department of Environmental Protection �`,�PLa.�
Bureau of Resource Protection - Wetlands
DEP File Number:
WPA Form 8B — Certificate of Compliance 246 -412
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP
wM City of Northampton Wetlands Protection Ordinance, Chapter 24
B. Certification (cont.)
❑ Invalid Order of Conditions: It is hereby certified that the work regulated by the above -
referenced Order of Conditions never commenced. The Order of Conditions has lapsed and is
therefore no longer valid. No future work subject to regulation under the Wetlands Protection Act
may commence without filing a new Notice of Intent and receiving a new Order of Conditions.
❑ Ongoing Conditions: The following conditions of the Order shall continue: (Include any
conditions contained in the Final Order, such as maintenance or monitoring, that should continue
for a longer period).
Condition Numbers:
C. Authorization
Issued by:
Northampton Conservation Commission
Conservation Commission,
Signatures
� `.
On the 11 th
January 12, 2001
Date of Issuance
Of December, 2000
Day Month and Year
before me personally appeared
Mason Maronn
to me known to be the person described in and who executed the foregoing instrument and
acknowledged that he /she executed the same as his /her free act and deed.
9)&Y Z�. 1� May 31, 2007
Notary Pubic My commission expires
WPA Form 86 Page 2 of 3
Rev. 02/00
This Certificate must be signed by a majority of the Conservation Commission and a copy sent to the
applicant and appropriate DEP Regional Office (See Appendix A).
, % W NOW
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands DEP File Number:
WPA Form 8B — Certificate of Compliance 246 -412
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP
City of Northampton Wetlands Protection Ordinance, Chapter 24
D. Recording Confirmation
The applicant is responsible for ensuring that this Certificate of Compliance is recorded in the Registry of
Deeds or the Land Court for the district in which the land is located.
Detach on dotted line and submit to the Conservation Commission.
To:
Northampton Conservation Commission
Conservation Commission
Please be advised that the Certificate of Compliance for the project at:
Arch Street @ the intersection of Main St. 246 -412
Project Location DEP File Number
Has been recorded at the Registry of Deeds of:
County
for:
Property Owner
and has been noted in the chain of title of the affected property on:
Date
Book
If recorded land, the instrument number which identifies this transaction is:
Page
If registered land, the document number which identifies this transaction is:
Document Number
Signature of Applicant
WPA Form 8B
Rev. 02/00
Page 3 of 3
M
® the work regulated by the above - referenced Order of Conditions has been satisfactorily completed.
❑ the following portions of the work regulated by the above - referenced Order of Conditions have
been satisfactorily completed (use additional paper if necessary).
❑ the above - referenced Order of Conditions has lapsed and is therefore no longer valid, and the
work regulated by it was never started.
WPA Form 8A Page 1 of 2
Rev. 02/00
1 %W0 ...e
Massachusetts Department of Environmental Protection
DEP File Number:
Bureau of Resource Protection - Wetlands
246 -412
.;
"N m
WPA Form 8A — Request for Certificate of Compliance
Provided by DEP
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
A. Project Information
Important:
When filling out
1. This request is being made by:
forms on the
Robert Grout and Mary Lee Grout
computer, use
Name
only the tab
key to move
150 Main Street
your cursor -
Mailing Address
do not use the
Leeds MA
01053
return key.
City/Town State
Zip Code
(413)584 -5579
r�
Phone Number
2. This request is in reference to work regulated by a final Order of Conditions issued to:
Robert Grout and Mary Lee Grout
Applicant
June 9, 1999 246 -412
Dated DEP File Number
Upon completion
of the work
3. The project site is located at:
authorized in
Arch Street @ the intersection of Main Street Leeds
an Order of
Conditions, the
Street Address City/Town
property owner
Map 10D 28
must request a
Assessors Map /Plat Number Parcel /Lot Number
Certificate of
Compliance
4. The final Order of Conditions was recorded at the Registry of Deeds for:
g ry
from the issuing
Robert Grout and Mary Lee Grout
authority stating
Property Owner (if different)
that the work or
portion of the
Hampshire 5722
192
work has been
County Book
Page
satisfactorily
completed.
Certificate (if registered land)
5. This request is for certification that (check one):
® the work regulated by the above - referenced Order of Conditions has been satisfactorily completed.
❑ the following portions of the work regulated by the above - referenced Order of Conditions have
been satisfactorily completed (use additional paper if necessary).
❑ the above - referenced Order of Conditions has lapsed and is therefore no longer valid, and the
work regulated by it was never started.
WPA Form 8A Page 1 of 2
Rev. 02/00
Massachusetts Department of Environmental Protection DEP File Number:
Bureau of Resource Protection - Wetlands 246 -412
WPA Form 8A — Request for Certificate of Compliance Provided by DEP
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
A. Project Information (cont.)
6. Did the Order of Conditions for this project, or the portion of the project subject to this request, contain
an approval of any plans stamped by a registered professional engineer, architect, landscape
architect, or land surveyor?
® Yes If yes, attach a written statement by such a professional certifying substantial
compliance with the plans and describing what deviation, if any, exists from the plans
approved in the Order.
❑ No
B. Submittal Requirements
Requests for Certificates of Compliance should be directed to the issuing authority that issued the final
Order of Conditions (OOC). If the project received an OOC from the Conservation Commission, submit
this request to that Commission. If the project was issued a Superseding Order of Conditions or was the
subject of an Adjudicatory Hearing Final Decision, submit this request to the appropriate DEP Regional
Office (see Appendix A).
WPA Form 8A
Rev. 02/00 Page 2 of 2
Doc,
918492 OR 1572210192 0612911` 09.51
310CMR 10.99 DEP File No. 246 -412
i
(To be provided by DEP)
Form 5 City/Town Northampton
Applicant Robert & Mary Lee Grout
Commonwealth Map # 10D; Parcel #
of Massachusetts
Order of Conditions
Massachusetts Wetlands Protection Act
G.L. c. 131, §40
and the Northampton Wetlands Protection Ordinance
From Northampton Conservation Commission Issuing Authority To:
Robert Grout and Mary Lee Grout
Name of property owner
Robert Grout and Mary Lee Grout
Name of Applicant
P.O. Box 64,48 River Road, Leeds, MA 01053 -0064
Address
This Order is issued and delivered as follows:
P.O. Box 64,48 River Road, Leeds, MA
Address
[X ] by hand delivery to applicant or representative on June 9, 1999. (Amended)
[X ] by certified mail, return receipt requested on October 16, 1997.
This project is located in Northampton at Arch Street at the intersection of Main Street.
The property is recorded at the Registry of Hampshire County
Book 5109 Page 30
Certificate (if registered) N/A
The Notice of Intent for this project was filed on August 12, 1997. Amended - May 12, 1999.
The public hearing was closed on September 9, 1997. Amended - May 24, 1999.
Findings:
The Northampton Conservation Commission has reviewed the above - referenced Notice of Intent and plans and has held
a public hearing on the project. Based on the information available to the Conservation Commission at this time, the
Commission has determined that the area on which the proposed work is to be done is significant to the following
interests in accordance with the Presumptions of Significance set forth in the regulations for each Area Subject to
Protection Under the Act (check as appropriate):
[ ] Public water supply [X] Flood Control [ ] Land containing shellfish
[ ] Private water supply [X] Storm damage prevention [ ] Fisheries
[ ] Ground water supply [X] Prevention of pollution [ ] Protection of wildlife Habitat
Total Filing Fee Submitted $0.00 State Share $0.00 City Share $0.00
(1/2 fee in excess of $25.00)
Total Refund Due $ City Portion $ State Portion $
(1/2 total) (1/2 total)
page 5 -1 (memorex \wp \conscom \order.cc)
1./
` Doc; 990018492 OR /5122/0193 06/29/1999 09,51
Therefore, the Northampton Conservation Commission hereby finds that the following conditions
are necessary, in accordance with the Performance Standards set forth in the regulations, to protect
those interests checked above. The Conservation Commission orders that all work shall be
performed in accordance with said conditions and with the Notice of Intent referenced above. To
the extent that the following conditions modify or differ from the plans, specifications or other
proposals submitted with the Notice of Intent, the conditions shall control.
General Conditions
Failure to comply with all conditions stated herein, and with all related statutes and other
regulatory measures, shall be deemed cause to revoke or modify this Order.
2. The Order does not grant any property rights or any exclusive privileges; it does not
authorize any injury to private property or invasion of private rights.
3. This Order does not relieve the permittee or any other person of the necessity of complying
with all other applicable federal, state or local statutes, ordinances, by -laws or regulations.
4. The work authorized hereunder shall be completed within three years from the date of this
Order unless either of the following apply:
(a) the work is a maintenance dredging project as provided for in the Act; or
(b) the time for completion has been extended to a specified date more than three years,
but less than five years, from the date of issuance and both that date and the special
circumstances warranting the extended time period are set forth in this Order.
5. This Order may be extended by the issuing authority for one or more periods of up to three
years each upon application to the issuing authority at least 30 days prior to the expiration
date of the Order.
6. Any fill used in connection with this project shall be clean fill, containing no trash, refuse,
rubbish or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper,
cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts of any of the foregoing.
The applicant is prohibited from using demolition materials, asphalt, large chunks of
concrete, tree stumps and limbs, and general refuse;
7. No work shall be undertaken until all administrative appeal periods from this Order have
elapsed or, if such an appeal has been filed, until all proceedings, before the Department have
been completed.
8. No work shall be undertaken until the Final order has been recorded in the Registry of Deeds
or the Land Court for the district in which the land is located, within the chain of title of the
affected property. In the case of recorded land, the Final Order shall also be noted in the
Registry's Grantor Index under the name of the owner of the land upon which the proposed
work is to be done. In the case of registered land, the Final Order shall also be noted on the
Land Court Certificate of Title of the owner of the land upon which the proposed work is to
page 5 -2 (memorex \wp \conscom \order.cc)
-00'
`"'Doc: 990018492 0? /5122/0194 06/29/1999 09;51
be done. The recording information shall be proposed work is to be done. The recording
information shall be submitted to the Commission on the form at the end of this Order prior
to commencement of the work. The Commission usually will record the Order in the
Registry of Deeds. It is the applicant's responsibility to insure the Order is properly
recorded.
9. A sign shall be displayed at the site not less than two square feet or more than three square
feet in size bearing the works, "Massachusetts Department of Environmental Protection, File
Number 246 -412 ".
10. Where the Department of Environmental Protection is requested to make a determination and
to issue a Superseding Order, the Conservation Commission shall be a party to all agency
proceedings and hearings before the Department.
11. Upon completion of the work described herein, the applicant shall forthwith request in
writing that a Certificate of Compliance be issued stating that the work has been
satisfactorily completed.
12. The work shall conform to the following plans and special conditions:
PLANS TITLE DATED SIGNED & STAMPED BY:
"Sewage Disposal System for Lot on Main Street, 04/16/99
Leeds, MA," Prepared for Robert & Mary Lee
Grout by Newman Environmental Engineering.
All Plans on File with Northampton Conservation Commission
Special Conditions:
Gregory J. Newman
13. The applicant shall notify the Commission, in writing, as to the date that the work will be
commencing on the project. Said notification must be received by the Commission no
sooner than (10) days and no later than five (5) days prior to the commencement of the
approved activity;
14. No area within the 100 year flood plain, any wetland, or area within 100 feet of a wetland
or 40 feet of a 100 year flood plain, as defined in 310 CMR 10, and City of Northampton
Ordinances - Chapter 24, shall be permissible disposal sites, unless such areas are
specifically approved by the Commission;
15. Excavated material and topsoil stockpiles shall be located and stabilized so as to minimize
washing into wetland areas or waterways;
16. Adequate measures shall be taken to prevent erosion and siltation of all disturbed areas, and
shall be implemented prior to any construction.
page 5 -3 (memorex \wp \conscom \order.cc)
Doc; Ni`,, 0 5122/0195 0/29/1999 09;51
Sedimentation and erosion control devices shall be placed according to standards set in
U.S.D.A. Soil Conservation Service, "Guidelines for Soil and Water Conservation in
Urbanized Areas of Massachusetts ".
Placement of sedimentation and erosion control shall be directed at the site by the project
engineer in order to accomplish maximum control of erosion to ensure that no eroded
materials will enter wetland resource areas.
Hay bales must be staked. Silt fencing must be installed in a dug trench with sufficient
porosity to allow detained water to pass through while trapping suspended sediments;
17. Areas of construction shall remain in a stable condition at the close of each construction day.
Erosion controls shall be inspected at this time, and maintained or reinforced to meet
specifications in the plans and this order;
18. All construction areas shall be restored to original condition or better upon completion of the
project, including replanting of vegetation;
19. The Commission and its agents shall have the right to enter and inspect the property at any
time for compliance with the conditions of this Order, the Act, and Wetlands Protection
Regulations: 310 CMR 10.00 and Chapter 24 of the City's Ordinances: "The Wetlands
Protection Ordinance ". They shall have the right to request and receive any data or
documentation that is deemed necessary for evaluation of compliance.
20. This Order of Conditions shall apply to any successor in interest or successor in control;
21. The contractor is as responsible as the applicant and property owner for any violations of the
Orders of Condition and penalties under the law, while all activities regulated by this Order
are being performed.
A copy of this Order and associated plans shall remain on site during all construction and/or
building activities. The project manager and all equipment operators shall be familiar with
the approved plans, and shall be informed of their location on the site.
This location shall be accessible to all contractors whenever work is occurring on site.
A copy of the Notice of Intent, all plans and Order must always be on -site and in all
excavating machinery when work is being performed;
22. All required permits must be obtained from the Army Corp of Engineers (404, Water Quality
Certification),Planning Board, Zoning Board, Department of Public Works, and Building
Inspector prior to the start of projects involving fill within any wetland resource area;
23. The owner of the property described in this Order, must advise any potential buyer of the
property that any construction or alteration to said property, including brush cutting or
page 5 -4 (memorex \wp \conscom \order.cc)
' w. 990018492 OR /5122/0196 06/29/1999 L.-4
clearance, may require action by the Northampton Conservation Commission.
Any instrument conveying any or all of the owners' interest in said property or any portion
thereof, shall contain language similar to the following, which shall be submitted to and
approved by the Conservation Commission, prior to recording:
"This property is subject to the Northampton Wetlands Protection Ordinance and/or
Wetlands Protection act. Any construction or maintenance work performed on this
property requires an Order of Conditions, and/or a Determination of Applicability
from the Northampton Conservation Commission. Any application for additional
wetland resource area impact shall be viewed in the context of cumulative impacts
as a result of this project."
24. Upon completion of the project, the Applicant shall submit a certification that all work has
been done in conformance with the provisions of the Order of Conditions and request a
Certificate of Compliance.
If checked: [X] YES
Certification shall be by a Professional Engineer.
25. If checked: [X] YES
An "As Built" plan shall be included with the project engineer's certification detailing the
post - development conditions of the site.
26. Permanent markers shall be installed along the "Proposed Lawn Area to be Maintained" as
shown on marked -up copy of plan entitled, "Sewage Disposal System for Lot on Main Street,
Leeds, MA," prepared for Robert & Mary Lee Grout dated April 8,1999 and marked up May
24, 1999 and attached to this order as Exhibit A. The "As- Built" plan shall include the
location of these markers as shown on Exhibit A.
27. Any change or deviation from the Notice of Intent, plans and/or Order of Conditions
approved by the Commission, prior to or during construction, shall require the applicant to
file a request for an amendment with the Conservation Commission. It shall include a written
inquiry as to whether or not the change is substantial enough to require the filing of a new
Notice of Intent.
After making a positive determination, the Commission shall conduct a public hearing for
the purpose of amending the Order or to issue a new Order, if a new Notice of Intent is
required.
28. Prior to the start of any site work, excavation or construction, a preconstruction conference
shall be held on the site, between the contractor conducting the work, the site /project
engineer, the applicant, and a member or agent of the Conservation Commission, in order
to ensure that the requirements of this Order are understood by all parties.
page 5 -5 (memorex \wp \conscom \order.cc)
101 990018492 OR /5122/0191 06/29/1999 W,-51
29. Cutting of trees within the inner riparian zone shall be limited to clearing storm damage and
not the cutting of living trees not affected by storm damage.
30. Ongoing conditions that shall not expire with the issuance of a Certificate of Compliance are
as follows:
( #32).
31. The proposed silt fence must be reinforced with hay bales in the areas shown on Exhibit A.
32. In addition to the language required by Condition #23, the following language must be added
to the deed to the subject property: "No alteration of the environment is allowed beyond the
limit -of -work line as shown on plan entitled, `Sewage Disposal System for Lot on Main
Street, Leeds, MA,' prepared for Robert & Mary Lee Grout dated April 8, 1999 and marked
up May 24, 1999. This plan is on file in the Office of Planning & Development, City Hall,
210 Main Street, Northampton, Massachusetts. A copy of this plan is also attached as
Exhibit A to an Order of Conditions issued June 9, 1999 to Robert Grout and Mary Lee
Grout and on file in the Hampshire County Registry of Deeds."
*********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
page 5 -6 (memorex \wp \conscom \order.cc)
310 CMR: DEPAI OF ENVIRONMENTAL PROinsCTION r
10.99: continued Doc: 990018492 OR /5122/0198 06/29AR 09:51
This Order must be signed by a majority of the Conservation Commission.
On this
9th
day of
June
19 99 . , before me personally
appeared Mason Maronn , to me known to be the person described in, and who executed,
the foregoing instrument, and acknowledged that he/she executed the same as his/her free act and deed.
JOHN T. BEIi- TE7 III
Z�e. Commonwealth of XAs;ss
Notary Public
Notary Pu My Commission Expires MY Carnmission Expires
July 29.
The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land upon which the
proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified
of their right to request the Department of Environmental Protection to issue a Superseding-Order, providing the
request is made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee
Transmittal Form as provided in 310 CMR 10.030 within ten days from the date of issuance of this determination.
A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission
and the applicant.
Detach on dotted line and submit to the Northampton Conservation Commission prior to commencement of work.
.......................................................................................................................................................................... ...............................
To Northampton Conservation Commission Issuing Authonfyll' --
Please be advised that the Order of Conditions for the project at
File Number
has been recorded at the Registry of
has been noted in the chain of title of the affected property in accordance with General Condition 8 on
If recorded land, the instrument number which identifies this transaction is
If registered land, the document number which identifies this transaction is
Signature
Applicant
and
19
4/1 /94 10 CMR - 423 423
Issued by the Northampton Conservation Commission
i
i •
•
SM
LIM �`.
ljQjj
mj _ ,
4-V
M
HAROLD L. EATON & ASSOCIATES, INC.
Registered Professional Land Surveyors
235 Russell Street - P.O. Box 198
Hadley, Mass. 01035
Conservation Commission
City of Northampton
210 Main Street
Northampton MA 01060
Re: Robert & Mary Lee Grout
DEP File #246 -412
Dear Board Members:
Phone 413- 584 -7599
413- 584 -7533
FAX 413- 585 -5976
November 10, 2000
Enclosed herewith is an as -built plan of the house site at 150 Main Street, Leeds.
I have reviewed the Order of Conditions and related submittal plans and made a
site inspection.
I report that the project has been constructed in accordance with the provisions of
the Order of Conditions.
Very truly yours,
v
6 james A. Smith
�, 1Qu �Jiy^G9. ,n
Enclosures
f�NZ'L"'_* %
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PLANNING AND DEVELOPMENT - CITY OF NORTILAMPTON
OtN Half • 2 i o Main Street . Northampton, MA o 1 o6o '(4 • F=' (413) 587 -1264
wayreFeiden,Director - entail: planning @cit2g.northampton.ma.us - internet :wwwcitY.northampton.mams
April 5, 2000
J'J
61 As K,
Robert Grout and Mary Lee Grout
P.O. Box 64
48 River Road s,a,� 1 " t
Leeds, MA 01053 -0064 ��
,4 T r6 nFhO� /? /9 UC W_
Tf'T T7'l` 9KJ
Re: Follow -up on As -Built Plan. -ref N � �P �u e_9 la C'�' "-
Arch Street at Main Street
o t �.cr►s s �� � ,A c t��,�°,
Dear Mr. Grout: "'e", e Q ' 7 T��' <, z
�v x�
For your information, the Northampton Conservation Commission voted unanimously at
their March 13, 2000 meeting to accept the "As- Built" plan submitted for your property at Arch
Street in Leeds. In the course of this discussion, members recalled that it had been agreed at the
last meeting with your consultant (October 14, 1999) that you or your representative would
return in the spring with revised plans to further stabilize and maintain the driveway and the
slope abutting Arch Street. (See minutes of meeting, enclosed.)
I am just writing to remind you of this remaining obligation. Please contact me when you
would like to appear on the Commission's agenda or if you have any questions.
Thank you for your attention to this matter.
Sincerely,
Laura Krutzler, Board Secretary
Northampton Conservation Commission
Enclosure
cc: Northampton Conservation Commission; Richard Finn & Sons, 29 Hickory Drive, Florence,
MA 01062.
planning board - conservation commission -zoning board of appeals - h ousing'partnership - redevelopment authority
economic development - commimitydevelopment - historic district commission - historicalcommission - northamptonGIS
origi"alpri"tedo" recycled paper
IVIMN ..lo,
PLANNING AND DEVELOPMENT • CITY OF NORTHAMPTON
CitY Hal( • 2 z o Main Street • Nortbampton, MA o z oho • (4 • F=413)587-1264
wayreFeiaen, - email:planning( city.northampton.ma.us - internet :www.city.northampton.ma.us
Northampton Conservation Commission
Minutes of Meeting
October 14, 1999
The Northampton Conservation Commission held a meeting on Thursday, October 14, 1999 at
5:30 p.m. in Hearing Room 18, Second Floor City Hall, 210 Main Street, Northampton, MA.
Present were Members: Chair Mason Maronn, Frank Fournier, III, Jim Kaplan and Susan Roy
(acting Secretary).
Staff. Senior Planner John Bennett.
Chair Maronn opened the meeting at 5:45 p.m.
At 5: p.m., Maronn opened the Public Hearing on a Notice of Intent filed by Roy
Giangre rio to construct a 12' wide driveway within the buffer zone of a wetland an
construct a s is system over seventy-five feet from a wetland with associated ero ' n controls,
grading and site bilization, for property located at 808 Florence Road, No mpton, also
known as Northam n Assessor's Map 44, Parcel 3.
Roy Giangregorio was
Members discussed the following pro sed conditions:
- - -- Standard Conditions 41 - 423.
PRE- CONSTRUCTION
4. Prior Zengine, of any sit ork, excavation or cons tion, a preconstruction
confebe he on the site, between the contracto onducting the work, the
site /pre ,the applicant, and a member or agent of Conservation
Comm order to ensure that the requirements of this Orde e understood by all
partiehe pre - construction meeting, all erosion control devic must be
install
DURING ACTIVE CONSTRUCTION:
AND SEDIMENTATION CONTROL:
1
planning board -conservation commission -zoning board o o appeals - housing partnership • redevelopment authority
economic development - communit2g development - historicrlistrictcommission - historicaIcommission • northampton GIS
original printul on recycled paper
, NNW
...f
within 30 days of disturbance shall be stabilized by temporary measures
acceptable to the Conservation Commission.
- -- Any regraded slopes with slopes greater than 3:1 shall also be further stabilized 1
erosion control blankets followed by the seeding and fertilizing m/sures
entioned in #l, A -E above.
- - -- Ha ales shall be located as shown on the revised, marked -up plan Roy ngregorio at the Notice of Intent hearing on September 13
Roy moved to [close the Pxbliic Hearing and] issue the conditions as dis ssed. Frank
seconded. The motion passN unanimously 4:0.
Ugone/Whalen Orders of
Members discussed the following orders:
- - -- Standard Conditions #1 - #23.
PRE - CONSTRUCTION REQ
4. Prior to the start of any site
conference shall be held on
site /project engineer, the
Commission, in order t en,
parties. Prior to the e -corn
installed, also.
excavation or con 1tion, a preconstruction site, between the con or conducting the work, the
ant, and a member or agen f the Conservation
that the requirements of this der are understood by all
;tion meeting, all erosion con tro evices must be
- - -- DreAing shall not exceed one hundred cubic yards of material.
- - -- /Replanting must provide equal or better wildlife habitat values.
Fournipf moved to issue the conditions as discussed. Roy seconded. The motion
una mously 4:0.
Discussion of Proposed Plan Changes - Grout Property (Arch Street/Main Street)
Richard Finn, James Finn and Robert Grout were present to discuss proposed changes to the
approved plan.
Finn advised members that the house and garage had been constructed, but the septic system was
not yet installed. He reported that there had been erosion at the base of the driveway due to
3
Vol
work done by the gas company to find a gas leak. Finn said they planned to stabilize the
driveway by putting down twelve inches of trap rock grave in that area.
Finn said the silt fence enclosed the areas shown in pink and green on the new plan submitted.
Maronn recommended armored silt fence and bales of hay across the drive each evening.
Finn requested approval of the following plan changes without requiring the filing of an amended
Notice of Intent:
1) [Adjustments in grading to] change the water flow away from the septic system and
towards the back of the house. Finn indicated that this was a contractor's decision made
in response to field conditions.
2) [Addition ofl turn- around in the old area of the gravel drive.
Finn also requested permission to "soften" the ridge along the top of the hill (shown in pink) and
distribute the pitch at two percent (2 %). He clarified that he would leave permanent markers at
the boundary as shown on the previous plan but just soften the pitch at the top of the bank.
Members requested that Finn notify the Office of Planning & Development if the gas company
continued work on the property.
Members and Finn also discussed stabilizing the slope by Arch Street. Maronn recommended
tobacco netting or a similar product to hold it until Spring.
Members agreed that the change to the plan shown in pink could be approved as a field change.
It was agreed that the applicant would return in the spring with revised plans to further stabilize
and maintain both the driveway and the slope abutting Arch Street.
El
�1 '
Richard Finn & Sons
29 Hickory Drive
Florence, MA 01062
(413)584 -4172
Northampton Conservation Commission
Attn: John Bennett
Northampton, MA 01060
RE: Silt fence and hay bale installation
DEP File # 246 -412
Map # 101), Parcel #28
Applicant: Robert & Mary Lee Grout
Main Street
June 24, 1999
Please be advised that we have completed the silt fence installation and located bales
of hay subject to the following changes:
1. Silt fence along northern perimeter has been reduced in size and is now
located inside the edge of the clearing. We do not see any need for the
back -up bales of hay, as we are now on level ground
2. After monitoring actual water run -oC bales of hay on the southern
perimeter along the driveway have been relocated to the top of the driveway
and the bottom of the driveway. This will better protect water run -off.
3. Bark mulch will be removed from the site.
4. All fill will be graded gradually in nature as it approaches the silt fence to
avoid overload on the silt fence.
Very ly Yours,
4� (Q
Richard Finn
c. c. Grout
File
U
29- JUN -1999 09:52 :39
Name: ROBERT GROUT
Receipt Type: OR
Total Pages: 0008
Fee: $ 14.00
Tax: $ 0.00
Misc: $ 0.00
Hampshire County Registry of Deeds
Marianne L. Donohue, Register of Deeds
33 King Street
Northampton, MA 01060 -3298
Receipt No: 108651
Fees
Cash: $ 14.00
Check: $ 0.00
Charge: $ 0.00
Charge Code:
Addr: PO BOX 64
LEEDS MA 01053 -0064
Payment
Taxes
$ 0.00
$ 0.00
Comment: ORDER OF CONDITIONS
Receipted By: KATHY
Status: PAID
DOCUMENTS: 990018492 to 990018492
------------------------------------------------------------------------------------------------------------------------------------
Type Page Doc Mref Consider$ Record Fee Excise Tax Stat Misc Fee Record Date - Document# Book /No/Page Status
- - -- - - -- - -- - - -- ----- - - - - -- ----- - - - - -- ----- - - - - -- - - -- ----- - - - - -- ----------- - - - - -- --- - - - - -- -------- - - - - -- - - - - --
MIS3 008 0001 0000 0.00 14.00 0.00 0.00 29- JUN -1999 09:51 990018492 OR /5122/0192 INIT
Page 0001 of 0001
`w
VOW
310CMR 10.99 DEP File No. 246 -412
(To be provided by DEP)
Form 5 City /Town Northampton
Applicant Robert & Mary Lee Grout
Commonwealth Map # 1013; Parcel #
of Massachusetts
Order of Conditions
Massachusetts Wetlands Protection Act
G.L. c. 131, §40
and the Northampton Wetlands Protection Ordinance
From Northampton Conservation Commission Issuing Authority To:
r
Robert Grout and Mary Lee Grout Robert Grout and Mary Lee Grout
Name of property owner Name of Applicant
P.O. Box 64, 48 River Road, Leeds MA 01053 -0064 P.O. Box 64,48 River Road Leeds MA
Address Address
This Order is issued and delivered as follows:
[X ] by hand delivery to applicant or representative on June 9, 1999. (Amended)
[X ] by certified mail, return receipt requested on October 16, 1997.
This project is located in Northampton at Arch Street at the intersection of Main Street
The property is recorded at the Registry of Hampshire County
Book 5109 Page 30
Certificate (if registered) N/A
The Notice of Intent for this project was filed on August 12, 1997. Amended - May 12, 1999.
The public hearing was closed on September 9, 1997. Amended - May 24, 1999.
Findings:
The Northampton Conservation Commission has reviewed the above - referenced Notice of Intent and plans and has held
a public hearing on the project. Based on the information available to the Conservation Commission at this time, the
Commission has determined that the area on which the proposed work is to be done is significant to the following
interests in accordance with the Presumptions of Significance set forth in the regulations for each Area Subject to
Protection Under the Act (check as appropriate):
[ ] Public water supply [X] Flood Control [ ] Land containing shellfish
[ ] Private water supply [X] Storm damage prevention [ ] Fisheries
[ ] Ground water supply [X] Prevention of pollution [ ] Protection of wildlife Habitat
Total Filing Fee Submitted $0.00 State Share $0.00 City Share $0.00
(1/2 fee in excess of $25.00)
Total Refund Due $ City Portion $ State Portion $
(1/2 total) (1/2 total)
page 5 -1 (memorex \wp \conscom \order.cc)
,wool
Therefore, the Northampton Conservation Commission hereby finds that the following conditions
are necessary, in accordance with the Performance Standards set forth in the regulations, to protect
those interests checked above. The Conservation Commission orders that all work shall be
performed in accordance with said conditions and with the Notice of Intent referenced above. To
the extent that the following conditions modify or differ from the plans, specifications or other
proposals submitted with the Notice of Intent, the conditions shall control.
General Conditions
1. Failure to comply with all conditions stated herein, and with all related statutes and other
regulatory measures, shall be deemed cause to revoke or modify this Order.
2. The Order does not grant any property rights or any exclusive privileges; it does not
authorize any injury to private property or invasion of private rights.
3. This Order does not relieve the permittee or any other person of the necessity of complying
with all other applicable federal, state or local statutes, ordinances, by -laws or regulations.
4. The work authorized hereunder shall be completed within three years from the date of this
Order unless either of the following apply:
(a) the work is a maintenance dredging project as provided for in the Act; or
(b) the time for completion has been extended to a specified date more than three years,
but less than five years, from the date of issuance and both that date and the special
circumstances warranting the extended time period are set forth in this Order.
5. This Order may be extended by the issuing authority for one or more periods of up to three
years each upon application to the issuing authority at least 30 days prior to the expiration
date of the Order.
6. Any fill used in connection with this project shall be clean fill, containing no trash, refuse,
rubbish or debris, including but not limited to lumber, bricks, plaster, wire, lath, paper,
cardboard, pipe, tires, ashes, refrigerators, motor vehicles or parts of any of the foregoing.
The applicant is prohibited from using demolition materials, asphalt, large chunks of
concrete, tree stumps and limbs, and general refuse;
7. No work shall be undertaken until all administrative appeal periods from this Order have
elapsed or, if such an appeal has been filed, until all proceedings, before the Department have
been completed.
8. No work shall be undertaken until the Final order has been recorded in the Registry of Deeds
or the Land Court for the district in which the land is located, within the chain of title of the
affected property. In the case of recorded land, the Final Order shall also be noted in the
Registry's Grantor Index under the name of the owner of the land upon which the proposed
work is to be done. In the case of registered land, the Final Order shall also be noted on the
Land Court Certificate of Title of the owner of the land upon which the proposed work is to
page 5 -2 (memorex \wp \conscom \order.cc)
` `w
../
be done. The recording information shall be proposed work is to be done. The recording
information shall be submitted to the Commission on the form at the end of this Order prior
to commencement of the work. The Commission usually will record the Order in the
Registry of Deeds. It is the applicant's responsibility to insure the Order is properly
recorded.
9. A sign shall be displayed at the site not less than two square feet or more than three square
feet in size bearing the works, "Massachusetts Department ofEnvironmental Protection, File
Number 246 - 412 ".
10. Where the Department of Environmental Protection is requested to make a determination and
to issue a Superseding Order, the Conservation Commission shall be a party to all agency
proceedings and hearings before the Department.
11. Upon completion of the work described herein, the applicant shall forthwith request in
writing that a Certificate of Compliance be issued stating that the work has been
satisfactorily completed.
12. The work shall conform to the following plans and special conditions:
PLANS TITLE DATED SIGNED & STAMPED BY:
"Sewaize Disposal Svstem for Lot on Main Street 04/16/99
Leeds, MA," Prepared for Robert & Mary Lee
Grout by Newman Environmental Eneineering
All Plans on File with Northampton Conservation Commission
Special Conditions:
Greizory J. Newman
13. The applicant shall notify the Commission, in writing, as to the date that the work will be
commencing on the project. Said notification must be received by the Commission no
sooner than (10) days and no later than five (5) days prior to the commencement of the
approved activity;
14. No area within the 100 year flood plain, any wetland, or area within 100 feet of a wetland
or 40 feet of a 100 year flood plain, as defined in 310 CMR 10, and City of Northampton
Ordinances - Chapter 24, shall be permissible disposal sites, unless such areas are
specifically approved by the Commission;
15. Excavated material and topsoil stockpiles shall be located and stabilized so as to minimize
washing into wetland areas or waterways;
16. Adequate measures shall be taken to prevent erosion and siltation of all disturbed areas, and
shall be implemented prior to any construction.
page 5 -3 (Memorex \wp \conscom \order.cc)
"%Me
../
Sedimentation and erosion control devices shall be placed according to standards set in
U.S.D.A. Soil Conservation Service, "Guidelines for Soil and Water Conservation in
Urbanized Areas of Massachusetts ".
Placement of sedimentation and erosion control shall be directed at the site by the project
engineer in order to accomplish maximum control of erosion to ensure that no eroded
materials will enter wetland resource areas.
Hay bales must be staked. Silt fencing must be installed in a dug trench with sufficient
porosity to allow detained water to pass through while trapping suspended sediments;
17. Areas of construction shall remain in a stable condition at the close of each construction day.
Erosion controls shall be inspected at this time, and maintained or reinforced to meet
specifications in the plans and this order;
18. All construction areas shall be restored to original condition or better upon completion of the
project, including replanting of vegetation;
19. The Commission and its agents shall have the right to enter and inspect the property at any
time for compliance with the conditions of this Order, the Act, and Wetlands Protection
Regulations: 310 CMR 10.00 and Chapter 24 of the City's Ordinances: "The Wetlands
Protection Ordinance ". They shall have the right to request and receive any data or
documentation that is deemed necessary for evaluation of compliance.
20. This Order of Conditions shall apply to any successor in interest or successor in control;
21. The contractor is as responsible as the applicant and property owner for any violations of the
Orders of Condition and penalties under the law, while all activities regulated by this Order
are being performed.
A copy of this Order and associated plans shall remain on site during all construction and/or
building activities. The project manager and all equipment operators shall be familiar with
the approved plans, and shall be informed of their location on the site.
This location shall be accessible to all contractors whenever work is occurring on site.
A copy of the Notice of Intent, all plans and Order must always be on -site and in all
excavating machinery when work is being performed;
22. All required permits must be obtained from the Army Corp of Engineers (404, Water Quality
Certification),Planning Board, Zoning Board, Department of Public Works, and Building
Inspector prior to the start of projects involving fill within any wetland resource area;
23. The owner of the property described in this Order, must advise any potential buyer of the
property that any construction or alteration to said property, including brush cutting or
page 5 -4 (memorex \wp \conscom \order.cc)
..r/
clearance, may require action by the Northampton Conservation Commission.
Any instrument conveying any or all of the owners' interest in said property or any portion
thereof, shall contain language similar to the following, which shall be submitted to and
approved by the Conservation Commission, prior to recording:
"This property is subject to the Northampton Wetlands Protection Ordinance and/or
Wetlands Protection act. Any construction or maintenance work performed on this
property requires an Order of Conditions, and/or a Determination of Applicability
from the Northampton Conservation Commission. Any application for additional
wetland resource area impact shall be viewed in the context of cumulative impacts
as a result of this project."
24. Upon completion of the project, the Applicant shall submit a certification that all work has
been done in conformance with the provisions of the Order of Conditions and request a
Certificate of Compliance.
If checked: [X] YES
Certification shall be by a Professional Engineer.
25. If checked: [X] YES
An "As Built" plan shall be included with the project engineer's certification detailing the
post- development conditions of the site.
26. Permanent markers shall be installed along the "Proposed Lawn Area to be Maintained" as
shown on marked -up copy ofplan entitled, "Sewage Disposal System for Lot on Main Street,
Leeds, MA," prepared for Robert & Mary Lee Grout dated April 8, 1999 and marked up May
24, 1999 and attached to this order as Exhibit A. The "As- Built" plan shall include the
location of these markers as shown on Exhibit A.
27. Any change or deviation from the Notice of Intent, plans and/or Order of Conditions
approved by the Commission, prior to or during construction, shall require the applicant to
file a request for an amendment with the Conservation Commission. It shall include a written
inquiry as to whether or not the change is substantial enough to require the filing of a new
Notice of Intent.
After making a positive determination, the Commission shall conduct a public hearing for
the purpose of amending the Order or to issue a new Order, if a new Notice of Intent is
required.
28. Prior to the start of any site work, excavation or construction, a preconstruction conference
shall be held on the site, between the contractor conducting the work, the site /project
engineer, the applicant, and a member or agent of the Conservation Commission, in order
to ensure that the requirements of this Order are understood by all parties.
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`../
29. Cutting of trees within the inner riparian zone shall be limited to clearing storm damage and
not the cutting of living trees not affected by storm damage.
30. Ongoing conditions that shall not expire with the issuance of a Certificate of Compliance are
as follows:
( #32).
31. The proposed silt fence must be reinforced with hay bales in the areas shown on Exhibit A
32. In addition to the language required by Condition #23, the following language must be added
to the deed to the subject property: "No alteration of the environment is allowed beyond the
limit -of -work line as shown on plan entitled, `Sewage Disposal System for Lot on Main
Street, Leeds, MA,' prepared for Robert & Mary Lee Grout dated April 8, 1999 and marked
up May 24, 1999. This plan is on file in the Office of Planning & Development, City Hall,
210 Main Street, Northampton, Massachusetts. A copy of this plan is also attached as
Exhibit A to an Order of Conditions issued June 9, 1999 to Robert Grout and Mary Lee
Grout and on file in the Hampshire County Registry of Deeds."
*********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
page 5 -6 (memorex \wp \conscom \order.cc)
310 CMR: DEPA.I,,.,4ENT OF ENVIRONMENTAL PRO�CTION
10.99: continued
Issued by the Northampton Conservation Commission
9th June
On this day of 19 99 before me personally
appeared Mason Maronn to me known to be the person described in, and-who executed,
the foregoing instrument, and acknowledged that he/she executed the same as his/her free act and deed.
JOHN T. BE -, TT, III
Notan Public
Notary Pu My Commission Expires My C=ommission Expires
Julv. 29.2005
The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land upon which the
proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified
of their right to request the Department of Environmental Protection to issue a Superseding -Order, providing the
request is made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee
Transmittal Form as provided in 310 CMR 10.030 within ten days from the date of issuance of this determination.
A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission
and the applicant.
Detach on dotted tine and submit to the Northauutton (`�ntrrvation ('nmmitsion prior to commencement of work.
..................................................................................... ...............................
To Noilhampton Coiiscryation amraiss Issuing Authonl —
Please be advised that the Order of Conditions for the project at
File Number has been recorded at the Registry of and
has been noted in the chain of title of the affected property in accordance with General Condition 8 on 19
If recorded land, the instrument number which identifies this transaction is
If registered land, the document number which identifies this transaction is
Signature
Applicant
4/1/94
310 CMR - 423 423
This Order must be signed by a majority of the Conservation Commission.
�_-r
Office of Planning and Development
City of Northampton
City Hall • 210 Main Street
Northampton, MA 01060 • (413) 587 -1266
FAX (413) 587 -1264 • EMAIL planning@city.northampton.ma.us
*Conservation Commission -Historical Commission
-Planning Board • Housing Partnership
*Zoning Board of Appeals AMENDED
PUBLIC HEARING NOTICE
The Northampton Conservation Commission will conduct a meeting on Monday, May 24, 1999
at 7:00 P.M. in Council Chambers, Wallace J. Puchalski Municipal Building, 212 Main
Street, Northampton, at which time Public Hearings will be conducted on the following, as
required under M.G.L. Chapter 131, Section 40, The Wetlands Protection Act and Chapter 24 of
the City of Northampton's Ordinances, Wetlands Protection
7:30 P.M. - Public Hearing on a Request for Determination filed by David Kells to construct
a 2P by 8' open porch within the buffer zone of a bordering vegetated wetland for property
located at 57 Reservoir Road, also known as Assessor's Map 10B Parcel 41.
7:45 P.M. - Public Hearing on a Notice of Intent filed by Clear Falls Inc. to perform ongoing
maintenance at the Clear Falls recreation area, including lowering and raising the water level
of the pond annually to allow the removal of accumulated silt, for property located on Drury
Lane, also known as Assessor's Map 48, Parcel 8.
8:00 P.M. - Public Hearing on a Request to Amend Order of Conditions #246 -412 to delete
plans to connect to City water and sewer and instead construct a sewage disposal system and well
to serve the proposed residence for property located at Arch Street at Main Street, Leeds, also
known as Assessor's Map 10D, Parcel 28. Work will take place within the buffer zone of a
bordering vegetated wetland and within Riverfront Area.
PUBLISH: May 17, 1999
BILL: Northampton Conservation Commission, c/o Office of Planning and Development
City Hall, 210 Main Street, Northampton, MA 01060.
05/13/99 12:28 $94135871264 NORTHAMPTON, RA 0 001
x ACTIVITY REPORT
TRANSMISSION OR
TX!RX NO.
6380
CONNECTION TEL
95855222
CONN ECTION ILA
START TIME
05/13 12:27
USAGE TIME
00'57
PAGES
1
RESULT
OK
Richard Finn & Sons
29 Hickory Drive
Florence, MA 01062
(413) 584 -4172
Northampton Conservation Commission
Attention: John Bennett
Northampton, MA 01060
Re: DEP File #246 -412
Map IOD, Parcel 28
Applicant: Robert & Mary Lee Grout, Main Street, Leeds
Dear Commissioners:
This letter is to request an amendment to the previously- issued Order of Conditions for
the above - referenced property. Due to unforeseen circumstances, it has become necessary to
drop plans to connect to City sewer and water and to instead construct a sewage disposal system
and well to serve the proposed residential home.
Enclosed please find revised plans reflecting the above change. We are seeking approval
to amend the existing Order of Conditions for the property as follows:
- - - -- Substitute revised plan entitled, "Sewage Disposal System for Lot on Main Street,
Leeds, MA for Robert & Mary Lee Grout, "prepared by Newman Environmental
Engineering, dated April 8, 1999, for the plan cited in the existing order.
- - -- Delete Condition #26 and replace it with a new condition reflecting the revised
limit -of -work :ine.
Very Truly s,
Q C
Richard Finn
cc: Robert & Mary Lee Grout
, %W 1%_O•
Office of Planning and Development
City of Northampton
City Hall • 210 Main Street
Northampton, MA 01060 • (413) 587 -1266
FAX (413) 587 -1264 • EMAII, planning@city.northampton.ma.us
*Conservation Commission •Historical Commission
*Planning Board • Housing Partnership
-Zoning Board of Appeals
Northampton Conservation Commission
Minutes of Meeting
May 10, 1999
The Northampton Conservation Commission held a meeting on Monday, May 10, 1999 at 7:00 p.m.
in Council Chambers, Wallace J. Puchalski Municipal Building, 212 Main Street, Northampton,
Massachusetts.
Present were Members: Chair Mason Maronn, Vice Chair Michael Reed, Allan Doe, Jim Kaplan
and William Rosen.
Staff. Senior Planner John Bennett and Board Secretary Laura Krutzler.
Maronn opened the meeting at 7:03 p.m.
Min
Reed noted a mi�r correction to the minutes of June 22, 1998.
Rosen moved to appro he minutes of June 22, 1998. Reed s nded. The motion passed
unanimously 4:0.
Reed noted two minor corrections to th inutes o pri126, 1999.
Reed moved to accept the minutes of ril 2 , 999. Rosen seconded. The motion passed
unanimously 4:0.
Discussion wit�resentative of Northampton Country Club.
Bob B iche, II, explained that he redid an area of grass and took some pine tr out that were in
t area of grass. He noted that some of those trees were within two hundred fee f the river.
erniche explained that he had thought the jurisdictional buffer zone of the Commission only
one hundred feet and that there were a couple of trees which he thought were hazardous. e
1
ORIGINAL PRINTED ON RECYCLED PAPER
jor N%wo-
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Maronn said he personally did not have a problem with just using the silt fence. Rosen agreed that
it sounded reasonable if the silt fence were well - staked in, and Fenton said he would insure that it
was.
Rosen moved to consider (the request to delete the haybales] as a minor amendment which
would not require the filing of an amended Notice of Intent. Kaplan seconded. The motion
passed unanimously 4:0.
At 7:48 p.m., Maronn opened the Continuation of a Public Hearing on a Notice of Intent filed by
Willard G. Cutler, Jr. to replace an existing shed with a new floating shed for property located at
78 Oxbow Road, also known as Assessor's Map 46 Parcel 11.
Maronn asked if Cutler had heard from the endangered species program, and Cutler said he had not.
Cutler noted that the required period for allowing comments from the program had expired this p t
as
Friday. Maronn confirmed that since the thirty days had elapsed, they were obliged to assume that
Natural Heritage had no comments. However, he advised the applicant that there had been times
when they had issued Orders of Conditions and Natural Heritage had issued comments during the
appeal period, so he was not yet out of the woods.
Maronn expressed surprise that the Department of Environmental Protection (DEP) had had no
comments. He said it was the first time he had seen a floating shed, and he had expected some
comments.
Reed asked if there were any endangered species down there. Maronn said there was short-nosed
sturgeon and others he could not recall.
Kaplan moved to close the hearing. Reed seconded. The motion passed unanimously 5:0.
Richard Finn & Sons - Request for Approval of Change to Approved Plans for Arch Street,
Leeds, Property of Robert and Mary Lee Grout.
Richard Finn identified himself as the contractor and introduced Greg Newman of Newman
Environmental Engineering and property owner Robert Grout. Finn explained that it was
economically impractical to connect to the sewer - he had some estimates in the mid - twenties to
connect. He said the Department of Public Works (DPW) also would not allow connection to the
water system because there was not enough pressure, so [developers] were trying to contain
themselves within the property.
Finn displayed a revised plan showing the proposed subsurface• sewage disposal system and well.
Finn said they had not had much of a choice as to where to put the septic system on the site.
Newman reviewed the septic system design, noting that it was within the hundred -foot buffer zone
5
*+.r
I./
of the riverbank. He said he had kept it as far away from the river as he could.
Members discussed whether the property was subject to the provisions of the Rivers Protection Act.
They noted that the order was issued after the enactment of the regulation, but the lot had been
created prior to its enactment.
Finn asked if the Rivers Act included things below grade or above grade?
Maronn said the Rivers Act basically liked to see no disturbance within a hundred feet ...
Finn explained that they had to fit a well on the site because of being unable to connect to City
water, so they had the challenge of fitting the house, the well and the septic system on the property.
Reed said they would not necessarily have to move the limit -of -work line, they could require that
there be no further disturbance beyond that area once the septic system was installed. He suggested
requiring that it not be mowed, or mowed only once a year.
Newman said he didn't have a problem with plantings except on top of the system. He said it would
be fine as long as it held the slope. He said on top he would only want to see grass because that was
what really protected it with the shallow roots.
Bennett clarified that the applicant was making a request as to whether the change to the plans would
require the filing of an amended Notice of Intent.
Maronn said his gut reaction was that the change would require an amendment. He explained that
this would involve a public hearing, but the original date of the order would still hold. He indicated
that he thought the change from tying into the municipal system to a septic system was significant.
He pointed out that it would require some grading changes and some changes to the non -
encroachment line.
The applicant asked about procedure, and Maronn advised the applicant to submit the plans and
request an amendment to the Notice of Intent.
Members noted that there was an amended Notice of Intent form.
Krutzler informed the applicant that if he submitted something by Thursday noon, he could be on
the next agenda.
Maronn said he would also have to submit a request to change the condition regarding permanent
markers.
Doug Kohl - Amendment to Approved Plans for Pathways Cohousing.
0
Richard Finn & Sons
29 Hickory Drive
Florence, ,NLA, 01062
(413)584 -4172
Northampton Conservation Commission
Attn: John Bennett
Northampton, MA 01060
RE: DEP File # 246 -412
Map # 101), Parcel #28
Applicant: Robert & Mary Lee Grout
Main Street
Leeds, MA
Mat 3, 1999
Please be advised it became economically impractical to connect to city sewer and
water because the cost was in excess of $25,000. We therefore have completed a
perc test and designed the enclosed sewage disposal system for the above referenced
lot.
Please update your records to reflect this change. Obviously, we likewise will install
an Artesian well as located by the engineer.
We seek your approval of these changes at your next scheduled meeting on May 10, 1999.
We thank you in advancer for your assistance and cooperation.
Richard Finn
c.c. Robert & Mary Lee Grout
Newman Environmental Engineering
*s
City of Northampton, Massachusetts
Office of Planning and Development
City Hall • 210 Main Street
Northampton, MA 01060 • (413) 586.6950
• Community and Economic Development
• Conservation* Historic Preservation
• Planning Board • Zoning Board of Appeals
Conservation Commission
.woo
Map ID The 4 11% ez- ,1ef "
Filet #
Date Submitted _ iOt, 19a7
OPD Staff Review ✓
Legal Notice Gazette
(Notice 5
Legal Notice Posted
siness Days before Meeting)
Letter to Owner with yellow notice to be posted
Agenda Posted
4k -Copy to Conservation Commission Members
Order /Determination filled out (w /out conditions)
Conservation Commission Hearing f_ /�/9°� " qLO±/97
Conservation Conservation Decision Y /R�
Decision filed with Registry of Deeds
Decision to Building Inspector /! / /6 /4'?
Decision to DEP
Decision to PB /ZBA
{
Permit entered on Computer V/40
Decision filed OPD '6 ;Ik19"
(Memorex: ConCom \CCINSTRU 4/3/92)
HUNTLEY
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
SURVEYORS • ENGINEERS • LANDSCAPE ARCHITECTS
November 7,1997
Conservation Commission
City of Northampton
Town Hall
210 Main Street
Northampton, MA 01060
RE: Mary Lee and Robert Grout
Main Street at Arch Street
Leeds, MA
(DEP No. 246 -412 Huntley Project No. 97 -059)
Dear Commission Members:
As a result of the preconstruction meeting held on the property owned by Robert and Mary Lee
Grout on Main Street at Arch Street in Leeds some modifications to the clearing for the
proposed house are being requested of the Commission. Upon review of the site it was evident
that the embankment on the east side of the parcel would be difficult to grade in conjunction
with the grading for the proposed house, resulting in a slope of approximately 50 linear feet
and 20 feet in height graded down to the garage wall. See the parcel cross section attached and
the revised site plan. Moving the erosion control limit to the revised location further east will
allow for the top of the embankment to be graded out and allow for a more reasonable grading
scheme adjacent to the proposed garage.
The contractor will utilize care in the excavating of the embankment area. Erosion controls will
be installed prior to any activity and will be maintained through out the duration of the site
work until adequate vegetation is established. Additional controls will be utilized as necessary
to assure that erosion does not occur on the undisturbed portion of the embankment.
Another matter that the applicant would like the input from the Commission on, is the status of
a large oak adjacent to the access wood road that leads down to the river flood plain on the
upslope, north side. A large oak that has fallen across the flood plain access wood road as a
result of last winters storms is scheduled to be removed. Another oak just west of the fallen
oak has not fallen as yet, but appears to be in an unstable position very similar to the tree that
has fallen.
Roots from the tree along the embankment are exposed and the tree is leaning downslope
towards the wetland and river area. When this tree falls, it will be necessary to access resource
and buffer zone areas to remove it. The current condition of the tree and what has happened to
(800) 227 -7723 • (413) 5847444 • FAX (413) 586 -9159 O 30 INDUsrRiAL DRIVE EA5r • P.O. Box 568 • NORTHAMPTON, MA 01061
ALMER H - TLEY, JR. & ASSOCIATES, INC.
SURVEYORS ' r.1�TGINEERS - LANDSCAPE ARCHITECTS
the tree adjacent to it and the necessity to work within resource areas and buffer zones to
remove the tree when it has fallen has motivated the applicant to request approval from the
Commission to remove the tree now to minimi future impacts.
We look forward to meeting with the Commission to discuss the items as noted above in detail.
If, upon review of the enclosed information, you have any questions, please call our office.
Thank you for your consideration in this matter.
Very truly yours,
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
9P6� 5--
Rebecca L. Sherer, P.E.
Project Manager
RLS
enclosures
cc: Robert and Mary Lee Grout
(800) 227 -7723 - (413) 584 -7444 • FAX (413) 586 -9159 o- 30 INDUSTRIAL DRIVE EAST • P.O. Box 568 • NORTHAMPTON, MA 01061
• Almer Huntley Jr. & Assocs. Inc.
Surveyors - Engineers - Lan ,pe Architects
30 Industrial D?
NORTHAMPTON, MA 01061
(413) 584 -7444
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Doc; 910028642 OR /5264/0062 12/11/19911
310CMR 10.99 DEP File No. 246 -412
I I
(To be provided by DEP)
Form 5 City /Town Northampton
Applicant Robert & Mary Lee Gro ut
Commonwealth Map # 10D: Parcel #2
of Massachusetts
Order of Conditions
Massachusetts Wetlands Protection Act
G.L. c. 131, §40
and the Northampton Wetlands Protection Ordinance
From Northampton Conservation Commission Issuing Authority To:
Robert Grout and Mary Lee rout
Name of property owner
P-0- Box 6448 River Road, T eeds, A�0064
Address
This Order is issued and delivered as follows:
[ ] by hand delivery to applicant or representative on
Robert Grout and Mary Lee Grout
Name of Applicant
Add
(date).
[X ] by certified mail, return receipt requested on October 16,1997. (date)
This project is located in Northampton at Arch Street at the intersection of Main Street.
The property is recorded at the Registry of Hampshire County
Book 51_09 Page -3Q___
Certificate (if registered) _N /A
The Notice of Intent for this project was filed on August 12., 1997.
The public hearing was closed on September 9, 1997-
Findings:
The Northampt Conservation-CDmmission has reviewed the above - referenced Notice of Intent and plans and has held
a public hearing on the project. Based on the information available to the Conservation Commission at this time, the
Commission has determined that the area on which the proposed work is to be done is significant to the following
interests in accordance with the Presumptions of Significance set forth in the regulations for each Area Subject to
Protection Under the Act (check as appropriate):
[ ] Public water supply [X] Flood Control [ ]Land containing shellfish
[ ] Private water supply [X] Storm damage prevention [ ] Fisheries
[ ] Ground water supply [X] Prevention of pollution [ ] Protection of wildlife Habitat
Total Filing Fee Submitted .$25__0..02 State Share %112.50 City Share $137.5.0
(1/2 fee in excess of $25.00)
Total Refund Due $ City Portion $ State Portion $
(1/2 total) (1/2 total)
page 5 -1 (memorex \wp \conscom \order.cc)
Doc; 910028642 OR /526410063 12117/1 115,18
Therefore, the Northampton Conservation Commission hereby finds that the following conditions are necessary, in
accordance with the Performance Standards set forth in the regulations, to protect those interests checked above. The
Conservation Commission orders that all work shall be performed in accordance with said conditions and with the
Notice of Intent referenced above. To the extent that the following conditions modify or differ from the plans,
specifications or other proposals submitted with the Notice of Intent, the conditions shall control.
General Conditions
1. Failure to comply with all conditions stated herein, and with all related statutes and other regulatory measures,
shall be deemed cause to revoke or modify this Order.
2. The Order does not grant any property rights or any exclusive privileges; it does not authorize any injury to
private property or invasion of private rights.
3. This Order does not relieve the permittee or any other person of the necessity of complying with all other
applicable federal, state or local statutes, ordinances, by -laws or regulations.
4. The work authorized hereunder shall be completed within three years from the date of this Order unless either
of the following apply:
(a) the work is a maintenance dredging project as provided for in the Act; or
(b) the time for completion has been extended to a specified date more than three years, but less than five
years, from the date of issuance and both that date and the special circumstances warranting the
extended time period are set forth in this Order.
5. This Order may be extended by the issuing authority for one or more periods of up to three years each upon
application to the issuing authority at least 30 days prior to the expiration date of the Order.
6. Any fill used in connection with this project shall be clean fill, containing no trash, refuse, rubbish or debris,
including but not limited to lumber, bricks, plaster, wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators,
motor vehicles or parts of any of the foregoing. The applicant is prohibited from using demolition
materials, asphalt, large chunks of concrete, tree stumps and limbs, and general refuse;
7. No work shall be undertaken until all administrative appeal periods from this Order have elapsed or, if such
an appeal has been filed, until all proceedings, before the Department have been completed.
8. No work shall be undertaken until the Final order has been recorded in the Registry of Deeds or the Land Court
for the district in which the land is located, within the chain of title of the affected property. In the case of
recorded land, the Final Order shall also be noted in the Registry's Grantor Index under the name of the owner
of the land upon which the proposed work is to be done. In the case of registered land, the Final Order shall
also be noted on the Land Court Certificate of Title of the owner of the land upon which the proposed work
is to be done. The recording information shall be proposed work is to be done. The recording information
shall be submitted to the Commission on the form at the end of this Order prior to commencement of the work.
The Commission usually will record the Order in the Registry of Deeds. It is the applicant's
responsibility to insure the Order is properly recorded.
page 5 -2 (memorex \Wp \conscom \order.cc)
,%WWI Ny/
Doc: 970028642 OR /5264/0064 12/17/199715 :18
9. A sign shall be displayed at the site not less than two square feet or more than three square feet in size bearing
the works, "Massachusetts Department of Environmental Protection, File Number 246 - 412_ ".
10. Where the Department of Environmental Protection is requested to make a determination and to issue a
Superseding Order, the Conservation Commission shall be a party to all agency proceedings and hearings
before the Department.
11. Upon completion of the work described herein, the applicant shall forthwith request in writing that a Certificate
of Compliance be issued stating that the work has been satisfactorily completed.
12. The work shall conform to the following plans and special conditions:
PLANS TITLE DATED SIGNED & STAMPED BY:
"Prop Plan of T and T ocated at Intersection 08/09/97
of Main Street with Arm Street, Ts,
Massachusetts Prepared for Robert & Mar
Lee Grout," by Almer Huntley, Jr &
Associates, Inc., Sheets 1 - 3.
All Plans on File with Northampton Conservation Commission
Special Conditions:
13. The applicant shall notify the Commission, in writing, as to the date that the work will be commencing on the
project. Said notification must be received by the Commission no sooner than (10) days and no later than
five (5) days prior to the commencement of the approved activity;
14. No area within the 100 year flood plain, any wetland, or area within 100 feet of a wetland or 40 feet of a 100
year flood plain, as defined in 310 CMR 10, and City of Northampton Ordinances - Chapter 24, shall be
permissible disposal sites, unless such areas are specifically approved by the Commission;
15. Excavated material and topsoil stockpiles shall be located and stabilized so as to minim washing into
wetland areas or waterways;
16. Adequate measures shall be taken to prevent erosion and siltation of all disturbed areas, and shall be
implemented prior to any construction.
Sedimentation and erosion control devices shall be placed according to standards set in U.S.D.A. Soil
Conservation Service, "Guidelines for Soil and Water Conservation in Urbanized Areas of
Massachusetts ".
Placement of sedimentation and erosion control shall be directed at the site by the project engineer in order to
accomplish maximum control of erosion to ensure that no eroded materials will enter wetland resource areas.
Hay bales must be staked. Silt fencing must be installed in a dug trench with sufficient porosity to allow
detained water to pass through while trapping suspended sediments;
17. Areas of construction shall remain in a stable condition at the close of each construction day. Erosion controls
page 5 -3 (memorex \wp \conscom \order.cc)
~ Doc; 910028642 OR /5264/0065 X2/11/199115;18
shall be inspected at this time, and maintained or reinforced to meet specifications in the plans and this order;
18. All construction areas shall be restored to original condition or better upon completion of the project, including
replanting of vegetation;
19. The Commission and its agents shall have the right to enter and inspect the property at any time for compliance
with the conditions of this Order, the Act, and Wetlands Protection Regulations: 310 CMR 10.00 and Chapter
24 of the City's Ordinances: „ The Wetlands Protection Ordinance ". They shall have the right to request and
receive any data or documentation that is deemed necessary for evaluation of compliance.
20. This Order of Conditions shall apply to any successor in interest or successor in control;
21. The contractor is as responsible as the applicant and property owner for any violations of the Orders of
Condition and penalties under the law, while all activities regulated by this Order are being performed.
A copy of this Order and associated plans shall remain on site during all construction and/or building activities.
The project manager and all equipment operators shall be familiar with the approved plans, and shall be
informed of their location on the site.
This location shall be accessible to all contractors whenever work is occurring on site.
A copy of the Notice of Intent, all plans and Order must always be on -site and in all excavating machinery
when work is being performed;
22. All required permits must be obtained from the Army Corp of Engineers (404, Water Quality
Certification),Planning Board, Zoning Board, Department of Public Works, and Building Inspector prior to
the start of projects involving fill within any wetland resource area;
23. The owner of the property described in this Order, must advise any potential buyer of the property that any
construction or alteration to said property, including brush cutting or clearance, may require action by the
Northampton Conservation Commission.
Any instrument conveying any or all of the owners' interest in said property or any portion thereof, shall
contain language similar to the following, which shall be submitted to and approved by the Conservation
Commission, prior to recording:
"This property is subject to the Northampton Wetlands Protection Ordinance and/or Wetlands
Protection act. Any construction or maintenance work performed on this property requires an Order
of Conditions, and/or a Determination of Applicability from the Northampton Conservation
Commission. Any application for additional wetland resource area impact shall be viewed in the
context of cumulative impacts as a result of this project."
24. Upon completion of the project, the Applicant shall submit a certification that all work has been done in
conformance with the provisions of the Order of Conditions and request a Certificate of Compliance.
If checked: [X] YES
Certification shall be by a Professional Engineer.
25. If checked: [X] YES
An "As Built” plan shall be included with the project engineer's certification detailing the post - development
conditions of the site.
page 5 -4 (memorex \wp \conscom \order.cc)
Doc; 910028642 OR /5264/0066 12/11/199115;18
26. Permanent markers shall be installed along the "Limit of Clearing for House Location" as
shown on marked -up copy of plan entitled, "Proposed Plan of Land Located at the
Intersection of Main Street with Arch Street, Leeds, Massachusetts, Prepared for Robert &
Mary Lee Grout; Sewer & Wetland Resource Site Plan," by Almer Huntley, Jr. &
Associates, Inc., dated August 8, 1997, and attached to this order as Exhibit A. The "As-
Built" plan shall include the location of these markers as shown on Exhibit A.
27. Any change or deviation from the Notice of Intent, plans and/or Order of Conditions
approved by the Commission, prior to or during construction, shall require the applicant to
file a request for an amendment with the Conservation Commission. It shall include a written
inquiry as to whether or not the change is substantial enough to require the filing of a new
Notice of Intent.
After making a positive determination, the Commission shall conduct a public hearing for
the purpose of amending the Order or to issue a new Order, if a new Notice of Intent is
required.
28. Prior to the start of any site work, excavation or construction, a preconstruction conference
shall be held on the site, between the contractor conducting the work, the site /project
engineer, the applicant, and a member or agent of the Conservation Commission, in order
to ensure that the requirements of this Order are understood by all parties.
29. Cutting of trees within the inner riparian zone shall be limited to clearing storm damage and
not the cutting of living trees not affected by storm damage.
30. Ongoing conditions that shall not expire with the issuance of a Certificate of Compliance are
as follows:
(None).
*********************************************** * * * * * * * * * * * * * * * * * * * * * * * * * * * * * **
page 5 -5 (memorex \wp \conscom \order.cc)
Doc; 97- ' OR /52+/0061 12/11 /199115;1 C�� �- "T
v
3
10 CMR: DEPARTMENT OF ENVIRONMENTAL PRO`T'ECTION
10.99: continued
/ f
This Order must be signed by a majority of the Conservation Commission.
On this� _ day of 19 9 7�7 = before me personally
appeared Y ✓i 2,,-i- -A, 72 urn 4 r ZZT=.- , to me known to be the person described in, and who executed,
the foregoing instrument, and acknowledged that he /she executed the same as his/her free act and deed.
o Public My Commission Expires
The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land upon which the
proposed work is to be done, or any ten residents of the city or town in which such land is located, are hereby notified
of their right to request the Department of Environmental Protection to issue a Superseding. Order, providing the
request is made by certified mail or hand delivery to the Department, with the appropriate filing fee and Fee
Transmittal Form as provided in 310 CMR 10.03(7) within ten days from the date of issuance of this determination.
A copy of the request shall at the same time be sent by certified mail or hand delivery to the Conservation Commission
and the applicant.
Detach on dotted line and submit to the *i;,•*�amnton ('oncervation C'om_micsion prior to commencement of work.
............................................................................................................................ ............................... .
To Issuing Authorit�'
Please be advised that the Order of Conditions for the project at
File Number
has been recorded at the Registry of
and
has been noted in the chain of title of the affected property in accordance with General Condition 8 on 19
If recorded land, the instrument number which identifies this transaction is
If registered land, the document number which identifies this transaction is
Signature
Applicant
4/1/94 310 CMR - 423 423
Issued by the N Conservation Commission
Dk. ,,,10028642 OR /5264/0068 12/11/199115.,,
Checklist for Review of Activities in the Riverfront Area
The Department of Environmental Protection (DEP) recommends that conservation commissioners consider the following
checklist of questions when reviewing information provided by applicants in the Notice of Intent Supplemental Form for
Riverfront Area. For more information, refer to the "Guidance for Implementation of the Rivers Protection Act Amend-
ments to the Wetlands Protection Act" issued by DEP in November 1996.
Geographic jurisdiction
d Is there a river or stream on or near the project site?
0 Has the mean annual high -water line been correctly delineated?
Er Have the Inner and Outer Riparian Zones been correctly delineated?
d Have all other resource areas within the Riverfront Area been correctly delineated?
4 Activity jurisdiction
❑ Is the proposed work exempt or grandfathered under the Rivers Protection Act? . NO
❑ If so, have copies of appropriate documentation (e.g., copy of the building permit) been included?
[Note: The filing of the Notice of Intent and the Supplemental Form for Riverfront Area assumes the project is
subject to the Wetlands Protection Act. If the proposed work is exempt or grandfathered from the Rivers Protection
Act, follow standard NOI review procedures for other wetland resource areas.]
J Application of performance standards
No practicable alternatives:
The goal of evaluating project alternatives is to identify any options for locating a project so that impacts to the Riverfront
Area are avoided or-minimized. In planning a project, the applicant must considerdiffer+ent options that would meet4ihis
goal. Alternatives that would result in greater or equal adverse impacts should not be evaluated When reviewing project
alternatives, consider:
❑ What is the project purpose? S',: -Le
2 Ic Sr
❑ How much alteration of the Riverfront Area is proposed? ° ��,�
�o 1 171 -
SF
0 Could the project be located outside the Riverfront Area? W
❑ Could the project be located further from the river or stream? N ,,%
DEP has determined that the scope of alternatives considered should reflect the size and type of project, and has estab-
lished guidelines which spell out the required range of alternatives for consideration based on project type. For example:
for a single family home on a lot that existed as of August 1, 1996, the alternatives would be different locations on the lot;
for a small commercial project-such as a coffee shop, the alternatives should consider currentlyor formerly•owned adja-
cent lots as well as different-locations and designs on the lot. Use the guidelines attached to the checklist to verify that the
correct project category was selected and the appropriate scope of alternatives was considered.
02 Has the applicant done an appropriate alternatives analysis based on the project purpose?
11 /96 (over)
t able9 N
Doc; 910028642 e/5264/0069 12/111199115;18
L[ Are any alternatives prac is
• Are any alternatives technically feasible (i.e., are they possible given the physical site conditions
or local zoning requirements)?
• Do any alternatives increase the cost of the project? Is the increase in cost reasonable for that
type of applicant in general, not the applicant in particular? For example, is the added cost of an
alternative reasonable to expect for a builder of a single family home, not for Mrs. Hanson or Mr.
Talbot in particular?
• To evaluate whether the cost of an alternative is reasonable, compare the costs of similar projects
recently proposed by similar types of applicants.
Gd Will any practicable alternatives have less adverse impacts on the Riverfront Area? 1`
4 Practicable alternatives with less adverse impacts must be selected. If a practicable alternative
would have no identifiable difference in impact, the proposed project rather than the alternative
should be allowed, but the no significant adverse impact standard (see below) must still be met.
No significant adverse impacts:
C3" How much alteration is planned in the Inner and Outer Riparian Zones of the Riverfront Area? _, O, y'13 5F . — C, •'`N
1T Does thy project meet the specified criteria?
t meets performance standards for all other resource areas?
❑ undisturbed vegetation in the 100 -foot Inner Riparian Zone (15 feet in 25 -foot Riverfront Area)?
❑ alteration in the 100 -foot Outer Riparian Zone limited to 5,000 square feet or 20 %, whichever is greater *?
[d meets performance standards for stormwater management * *? c Ker•nf r'
G3 no adverse effects on rare species or certified vernal pools?
1°
4 If the project meets these criteria and there are no practicable alternatives, the project
should be approved with any necessary conditions.
Certain types of activities evaluated on a case -by -case basis may not be able to meet the criteria above and yet still may
have no significant adverse impacts on the Riverfront Area. These projects may include footpaths, minor landscaping, or
redevelopment of a previously developed site. As with other aspects of the Wetlands Protection Act, the issuing authority
has the discretion to make decisions on a case -by -case basis. This step involves an assessment of the applicant's demon-
stration that the project will have no significant adverse impact even though one or more of the criteria were not met.
t7 any of the criteria are not met, will the project have significant adverse impacts on the Riverfront Area? t-4
f 7ecr M rl- 5' I'V- -- f��FV+�n race_ "au t
�cµt ' Necye�seK, rise�ce ttR r .-r, 6 x>L,eXP4. ., S ,
(Has the appticant identified precautions, design considerations, and construction techniques that will avoid and/or
minimize impacts to the Riverfront Area? J yfS
[Note: Projects on single family house lots that existed prior to August 1, 1996 should meet the performance
standards noted above wherever possible. However, applicants should minimize all project impacts if performance
standards cannot be met.]
If the conservation commission agrees that there are no practicable alternatives and the
project will have no significant adverse impacts on the Riverfront Area, the project should
be approved with any necessary conditions.
*This performance standard is waived for the 10 -foot Outer Riparian Zone when the Riverfront Area is 25 feet.
** The Department's Stormwater Management Policy identifies nine performance standards for stormwater management. Stormwater management is not required
for single family houses and small subdivision projects as described in the policy.
910028642 OR 1526410010 121111199115,18 WF #2
PROPOSED LIMIT OF \ \`
CLEARING FOR \ HOUS�\ \
LOCATION APPR6%,18.286 S� , \ \
\ �.- - - - - -- EROSION Ob
/ / 1 PROPOSED -
/ LAWN AREA -H
I I 84 1 t /
I
360
� � ' � '• AP!'ROXI,MATE LOCATION I
OF PROPOSED HOUS& I f44' / • / /
• 1 A801
/ \ \ ROPOSE
GARAG
cy
AK
N
APPR*MATE OC T10N ,,e '� '' : ; •- / /� / / /
OF PROP OS D R
BY HES BE ON \ \ \ I — — _ — /'� 'i.U�P #16 Y 327.
.•
►TA6 \ /
X32
wy
lON 327.8
L
8.2
\ ` �� W 3 / / /IN / PROPOSED SM
\ # 6 _ `� R ELEV. ='
\ fi _ WF #l4 \ ` TA4 � /V. OUT = 3
TING WOODS ROAD WF# \ 27. 1 / 8 "0 SDR 35 F
3E WIDENED TO 10' LAID ` - - _W #t3 "1 I , -
GRAVEL, TO BE DONE \ 1
)THERS. CONTRACTOR \ STONE WALL
'TABILIZE SLOPES ON BOTH \ WF #12 WF#l� 3 1 1 , F / � UTURE
S OF DRIVEWAY. ADDITIONAL I ` ( 1 1 / 1 / F IJNG
annq TO RF USED AS 1
"AWAW
HUNTLEY
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
SURVEYORS • ENGINEERS • LANDSCAPE ARCHITECTS
71%7
August 16, 1997
Wetlands Division
Dept. Of Environmental Protection
436 Dwight Street, 4th Floor
Springfield, MA 01103
ATTN: Karen Hirschberg
RE: Notice of Intent
Residential Home Construction, Mary Lee and Robert Grout
Arch Street at Main Street, Leeds, MA
(DEP No. 246 -412, Huntley Project No. 97 -059)
Dear Ms. Hirschberg:
We are in receipt of the Notification of File Number for the proposed residential home
construction for the Grouts on Main Street at Arch Street in Leeds, MA. In response to your
inquiry regarding the impacts to the outer riparian area, the pare. :l in question is to be a single
family house on a lot which was recorded prior to August 1, 1996. In addition, the proposed
house has been located so that the impacts to the Riverfront Area have been avoided to the
extent possible. Although the proposed single family house does not meet the threshold for the
outer riparian zone threshold, the parcel is exempt and every effort has been made to minimiz
impacts in regard to the riverfront setbacks.
If, upon review of the enclosed information, you have any questions, please call our office.
Thank you for your consideration in this matter.
Very truly yours,
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
R &we4 sue.
Rebecca L. Sherer, P.E.
Project Manager
RLS
CC: Northampton Conservation Commission, Robert and Mary Lee Grout
(800) 227 -7723 • (413) 584 -7444 • FAX (413) 586 -9159 0 30 INDUSTRIAL DRIVE EAST • P.O. Box 568 • NORTHAMPTON, MA 01061
Commonwealtf of Massachusetts
Executive Office of Environmental Affairs
Department of
1..01
Environmental Protection
William F. Weld
Governor
Argeo Paul Ceilucci
Lt. Governor
Western Regional Office
Trudy Coxe
Secretary
David B. Struhs
Commissioner
RE: NOTIFICATION OF FILE NUMBER
WETLANDS /
(city /town):
The Department of Environmental Protection has received a Notice of Intent filed in accordance with the Wetlands Protection Act
(M.G.L. c. 131, §40): Ar C, S
ADDRESS:
OWNER:
ADDRESS:
PROJECT LOCATION:
IF CHECKED, THE FOLLOWING ITEM(S) APPLY TO THI$ NOTICE OF INTENT:
A. � This project has been assigned the following file #: , L- 6 — !A t - -Z. f
Although a # is being issued, please note the following: rR, cs E3=D tl. ®id�9 nt
w 4• 7 n 0 1 ' - e I? fI n r ...4.. "1"" • '-4 '-- -.L 12 _.. n �+4-_ - _ -t- LA _
. .
. .• 1 t1 •
ISSUANCE OF A FILE NUMBER INDICATES ONLY COMPLETENESS OF SUBMITTAL, NOT APPROVAL OF
APPLICATION
B. No File # will be assigned to this project until the following missing information is sent to this office, to meet the minimum
submittal requirements in accordance with the Wetlands Protection Regulations at 310 CMR 10.00:
( ) copy(s) of a completed Notice of Intent (Form 3 or Form 4 of Sect. 10.99, whichever is applicable) and a g9py of the
Fee Transmittal Form, with a copy of the check for the State's share of the Notice of Intent filing fee
( ) copy(s) of plans, calculations, and other documentation necessary to completely describe the proposed work and
mitigating measures to protect resource areas.
( ) proof of abutter notification: MGL c.472 of the Acts of 1993.
( ) copy(s) of plans showing compliance with Title 5 of the State Environmental Code, 310 CMR 15.00.
( ) Proof that a copy of your Notice of Intent has been mailed or hand delivered to the Natural Heritage and Endangered Species
Program.
COMMENTS:
(see page 2 for additional information)
436 Dwight Street • Springfield, Massachusetts 01103 • FAX(413)784-1149 • Telephone (413) 784 -1100
�N�r�P,3�l�o3y F�
C. Other Regulatory Jurisdiction
Application has been forwarded t terways Regulatory Program to determine if lP iapter 91 License is required.
( ) Applicant is advised to forward a copy of the Notice of Intent to the Corps of Engineers for review (call 1- 800 -362 -4367 for
information).
D. 401 Water Quality Certification (314 CMR 9.00) may be required. See below for further details: "
( ) Based upon the information submitted in and with your Notice of Intent a separate 401 Water Quality Certification
application form is not required. Provided that the project meets the following copditions, summarized below from 310
CMR 9.03 and 9.04, and the conditions under the Corps of Engineers Programmatic General Permit for Massachusetts
(PGP), the project qualifies for 401 Certification as certified under the PGP:
a) activities are conducted in compliance with MGL c.131, §40 (the Wetlands Protection Act) and the Final Order of
Conditions permitting the activities does not result in the loss of more than 5,000 square feet cumulatively of bordering
and isolated vegetated wetlands and Land Under Water and/or the dredging of more than 100 cubic yards of Land
Under Water;
b) the Final Order of Conditions requires at least 1:1 replacement of Bordering Vegetated Wetlands pursuant to 310 CMR
10.55 (4) (b);
c) The project is not listed in 314 CMR 9.04 (1) through (11) including: discharge of dredged or fill material to any
Outstanding Resource Waters; any part of a subdivision unless deed restricted, so long as the discharge is not to an
Outstanding Resource Water see 314 CMR 9.04 (3) activities exempt from MGL c.131, �40 (except for normal
maintenance and impfbMffeltt obi - 'arid in agriduitdral oar, aquacuhural use;)- discharge of dredged ,or fill materW to an
isolated vegetated wetland designated as rare and enda'n�ere� species habitat; loss of any salt marsh; activities subject
to an individual 404 permit.
Information and a copy of the PGP can be obtained from the Crops of Engineers at 1 -800- 362 -4367. If impacts to resource areas or
project size increased beyond that described in the Notice of Intent or there are discrepancies therein, you must notify the
Department and request a determination that the criteria of 310 CMR 9.03 have been met before the activity may begin.
( ) Before the activity described in the Notice of Intent can commence, you must obtain a Water Quality Certification from this
Regional Office. Please complete the enclosed 401 Water Quality Certification application form and file it with this
Regional Office for review.
( ) Your project involves dredging of greater than 100 cubic yards of Land Under Water. Please complete the enclosed 401
Water Quality Certification application form and submit to the Department of Environmental Protection, Waterways
Regulation Program, One Winter Street, Boston, MA 02108. Call the Waterways Regulation Program at 617- 292 -5695
with any questions.
For more information please contact: K.. Gr,,,1 tt'� 12A�
cc: Conservation Commission
( ) Owner:
( ) DEP - Waterways
( ) Other:
( ) U.S. Army Corps of Engineers
( ) Representative:
WRWL 100 (11/95) Page 2
/ �OPt MA_Mpy
Samuel B. Brindis, P.E.
Director. City Engineer
Peter J. McNulty, Sr.
Assistant Director of Public Works
August 16, 1997
Rebecca L. Sherer, P.E.
Almer Huntley Jr. & Associates, Inc.
30 Industrial Drive
Northampton, MA 01060
413- 582 -1570
Re: Main Street (Leeds) - Sanitary Sewer Extension
Dear Ms. Sherer:
AUG 2 0 1997
i
The Department of Public Works (DPW) has reviewed and approved the plans to extend the
municipal sewer system on Main Street (Leeds). In order for this project to proceed, the applicants,
Mary Lee & Robert Grout, and their contractor must:
1. Arrange a preconstruction conference which will be attended by the DPW.
2. Acquire all necessary permits.
3. Arrange for a qualified professional to inspect the project and inform the DPW of the latter's
progress and successful completion.
Please call me or George Andrikidis if there are any questions.
Very truly ours
Samue . Brindis, P.E.
SBB /GA -
C .k.
cc: Board of Public Works
George Brehm
VOW ,.We
CITY OF NORTHAMPTON, MASSACHUSETTS
DEPARTMENT OF PUBLIC WORKS
125 Locust Street
Northampton, MA 01060
a: \Pers\MainSt(L) S ewer
Richard Finn & Sons
29 Hickory Drive
Florence, 010
(413)584-4172
Acne 24, 1999
Northampton consen!ation Commission
Attn: John Bennett
Northampton, MA 01060
RE: Silt fence and liav bale installation
DEP File # 246 -412
Map # 10D, Parcel #28
Applicant: Robert & Mary Lee Grout
Main Street
Please be advised that we have completed the silt fence installation and located gales
of hay subject to the following changes:
I. Silt fence along northern perimeter has been reduced in size and is now
located inside the edge of the clearing. We do not see any need for the
hack -up bales ofhay, as we are now on level ground.
2. After monitoring actual water run -o$; bales of hay on the southeni
perimeter along the driveway have been relocated to the top of the driveway
and the bottom of the driveway. This will better protect water run -ofd:
I Bark mulch will be removed from the site.
4. All fill will be graded gradually in nature as it approaches the silt fence to
avoid overload on the silt fence.
Very rule Yours,
Richard Fitm
C. C. grout.
File
Doc; 992101359 OR /6110/0120 01/23/rl,14 :32
Massachus�W§ Department of Environmental Protection
Bureau of Resource Protection - Wetlands DEP File Number:
WPA Form 8B — Certificate of Comp liance
246 -412
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP
City of Northampton Wetlands Protection Ordinance, Chapter 24
A. Project Information
Important:
When filling out
forms on the
computer, use
only the tab
key to move
your cursor -
do not use the
return key.
tab
1. This Certificate of Compliance is issued to:
Robert Grout and Mary Lee Grout
Name
150 Main Street
Mailing Address
Leeds MA 01053
Lity/ I own
State
Zip Code
2. This Certificate of Compliance is issued for work regulated by a final Order of Conditions issued to:
Robert Grout and Mary Lee Grout
Name
June 9, 1999 246 -412
Dated DEP File Number
3. The project site is located at:
Arch Street at the intersection of Main Street Leeds
Street Address City/Town
Map /Plat
the final Order of Condition was recorded at the Registry of Deeds for:
Robert Grout and Mary Lee Grout
Property Owner (if different)
Hampshire 5722 192
County Book Page
Certificate
4. A site inspection was made in the presence of the applicant, or the applicant's agent, on:
December, 2000
Date
B. Certification
Check all that apply:
® Complete Certification: It is hereby certified that the work regulated by the above - referenced
Order of Conditions has been satisfactorily completed.
❑ Partial Certification: It is hereby certified that only the following portions of work regulated by the
above - referenced Order of Conditions have been satisfactorily completed. The project areas or work
subject to this partial certification that have been completed and are released from this Order are:
v
`vVPA Form 86
Rev. 02/00 Page 1 of 3
Doc; 992101359 OR /6110/0121 01/� 1 14:32
Massachuse'lNg Department of Environmental Protection cc`�tt�
Bureau of Resource Protection - Wetlands DEP File Number:
WPA Form 8B — Certificate of Compliance 246 -412
y Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP
City of Northampton Wetlands Protection Ordinance, Chapter 24
B. Certification (cont.)
❑ Invalid Order of Conditions: It is hereby certified that the work regulated by the above -
referenced Order of Conditions never commenced. The Order of Conditions has lapsed and is
therefore no longer valid. No future work subject to regulation under the Wetlands Protection Act
may commence without filing a new Notice of Intent and receiving a new Order of Conditions.
❑ Ongoing Conditions: The following conditions of the Order shall continue: (Include any
conditions contained in the Final Order, such as maintenance or monitoring, that should continue
for a longer period).
Condition Numbers:
C. Authorization
Issued by:
Northampton Conservation Commission January 12, 2001
Conservation Commission Date of Issuance
This Certificate must be signed by a majority of the Conservation Commission and a copy sent to the
applicant and appropriate DEP Regional Office (See Appendix A).
Signatures -
Z.
On the 11th
Day
Of December, 2000
Month and Year
before me personally appeared
Mason Maronn
to me known to be the person described in and who executed the foregoing instrument and
acknowledged that he /she executed the same as his /her free act and deed.
���pAkll� May 31, 2007
Notary Pubic My commission expires
WPA Form 8B
Rev. 02/00 Page 2 of 3
Doc: 992101359 OR /6110/0122 .01/23/200114 :32
....1�
Massachuse"trs Department of Environmental Protection
Bureau of Resource Protection - Wetlands DEP File Number:
`. WPA Form 8B — Certificate of Compliance 246 -412
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP
City of Northampton Wetlands Protection Ordinance, Chapter 24
D. Recording Confirmation
The applicant is responsible for ensuring that this Certificate of Compliance is recorded in the Registry of
Deeds or the Land Court for the district in which the land is located.
Detach on dotted line and submit to the Conservation Commission.
To:
Northampton Conservation Commission
Conservation Commission
Please be advised that the Certificate of Compliance for the project at:
Arch Street @ the intersection of Main St. 246 -412
Project Location DEP File Number
WPA Form 8B
Rev. 02/00
Has been recorded at the Registry of Deeds of:
County
for:
Property Owner
and has been noted in the chain of title of the affected property on:
Date Book
Page
If recorded land, the instrument number which identifies this transaction is:
If registered land, the document number which identifies this transaction is:
Document umber
Signature of Applicant
M"IT VWMIU' U
X r e T"" a"'`mf�`L L. DONOWTF Page 3 of 3
1
N
9928.2731
1 " = 30'
E
9707.3751
2
N
9990.559
WW /SH
E
9738.1725
3
N
9983.1046
R.L.S.
E
9837.0502
4
N
9958.679
R.L.S.
E
9863.2063
5
N
9936.0608
SDR
E
9904.6312
6
N
9861.7709
E
9826.6443
STA801
N
9900.7873
FbW ZLEV. = 323.97
E
9800.2608
STA800
N
9823.0097
E
9758.8305
STA 4
N
9768 .1416
INV. OUT = 318.17
E
9832.74
LOCUS
SELECTIVE CLEARING OF FALLEN,
DEAD TREES AND SHRUBS, AS
PER DIRECTION FROM CONSERVAI
COMMISSION
BORDERING
wF #3o �- VEGETATED
F F#2 ANN WETLAND
TOP OF RIVER WF #31 BANK
/ WF #32 f�A N K
= WF #33
/ APPROXIMATE AREA OF PARCEL 3.52 ACRES BANK
100 YEAR FLOOD PLAIN
AT ELEVATION 322.0 _ -_ WF #34 �B,ANK
STA8
A '
s N K • • PROPOSED LIMIT OF
100 -FOOT BUFFER _ - • . CLEARING FOR HOUSE
ZONE TO BORDERING �; _ _ LOCATION APPROX4 18,286 .
VEGETATED WETLANDS
APPROXIMATE LOCATIO _
/ ERO
OF PROPOSED WELL •
WF#25
' 100 FOOT - SETBACK • .`•
/ FROM RIVER BANK r PROPOSED
WF #21 ! LAWN i AREA ,
f AREA = f19,244.5S F.
WF #24 I 1 I 7y` ORIGINAL
wF #23 ! i EROSION
BANK w #22 f i i �I�OL� 10 MIS 84 � � I CONTROL
L IMIT
STA7 APPROXIMATE LOCATION 1 1
/
WF
#20 / + •• OF PROPOSED HOUSE AK 21
t S A801 ,
ROPOSE AK 21,
BORDERING N n h GARAG o
fO BANK VEGETATED
1
'F1 AK
ti.
WETLAND I ,
1 N
WF #19 t O
APPR`3XIMATE"LOCATION
OF PROPOSED SEWER / ca REVISED ERQ ION , 6`x
Al
N SERVICE P TO BE DONS CONTROL L1MtT
TBM -NAIL AT 327.
o \ BY OTHERS
TRt -6 "0 OAK -0 = f21,2�& S.F.
ELEV. = 349.04 - UP 1
WF #18
r
STA6 TA r '•
O y X32
APPROXIMATE LOCATION 1 OF WOODS ROAD ��� _ 327.8
0
WF #17 r _ e S N os. .Z� 3 8L ,
i
WF #16 5 -
'*_� _ WF #14
EXISTING WOODS ROAD `-
WF #15
TO BE WIDENED TO 10' LAID
WITH GRAVEL, TO BE DONE
BY OTHERS. CONTRACTOR STONE WALL
TO STABILIZE SLOPES ON BOTH WF #12
SIDES OF DRIVEWAY. ADDITIONAL wF #11•
METHODS TO BE USED AS
i
NECESSARY.
i
1 111/07/971A.J.M.1 REVISED LIMIT OF WORK LINE
N0. 1 DATE I BY I REVISIONS
- - BANK
- -
M ILL
BANK BANK RwE
� BANK M
CURRENT DATE:
11/07/97
HORIZ SCALE:
1 " = 30'
INV.
IN =
VERT SCALE:
N/A
FIELD WORK:
WW /SH
FINAL DATE:
08/08/97
COMPS:
A.J.M.
CHECKED:
R.L.S.
SURVEYOR:
INV
DESIGN:
RS /AM
ENGINEER:
R.L.S.
DRAFTING:
A.J.M.
WF #10 1
o
TOP OF RIVER
BANK
STA1
kkK
WF #36
BANK'
\ w�3\
UP WF #39 \
# ✓ \
SMH #
325.8
.�E-
`
RIM
ELEV. = 325.95
INV.
IN =
319.10
12 "0
VC
PIPE
INV.
IN =
319.30
15 "0
VC
PIPE
FILLED `VITH BRICKS
INV
OU'
= 319.10
10 "0
VC
^tPF
INV.
IN =
320.15
P "0
SDR
35 PIPE
L = f53' - 8 "0 SDR 35 PIPE
S = 0.005' /LF
PROPOSED SMH #2
RIM ELEV. = '327.30
INV. OUT = 321.63
�8 0 SDR 35 PIPE
FUT0RE 8 "0 WATER LINE
HUNG ON __SIDE OF BRIDGE"
9 WF #8 WF #7
BANK�
BANK
BA
M/LL Rl V
eR
STA41
SEWER & WETLAND RESOURCE
SITE PLAN
s
S
325.8
.�E-
`
°y w
S VE
s
35 -PIPE - -
Q&
w s
2'
Oy
s
`
HIGH
\
s
C s
ACKSIDE -
y s s
R EST
s
FbW ZLEV. = 323.97
-
INV. IN = 318.17
10 "0 VC PIPE
-
INV. OUT = 318.17
10 "0 VC PIPE
WF #
BORDERING
VEGETATED
WETLAND
. \ WF#6
BORDERING
VEGETATED
WETLAND
PROPOSED PLAN OF LAND
LOCATED AT INTERSECTION OF
MAIN STREET WITH ARCH STREET
LEEDS, MASSACHUSETTS
PREPARED FOR
ROBERT &MARY LEE GROUT
NOTE: THIS SITE PLAN IS A COMPILATION OF A FIELD SURVEY
OF WETLAND FLAGS, AND TOP OF RIVER BANK AND
TOPOGRAPHICAL INFORMATION FROM THE PLAN TITLED
"CITY OF NORTHAMPTON MASSACHUSETTS TOPOGRAPHIC
MAP" BY ALMER HUNTLEY, JR. & ASSOCIATES DATED
APRIL OF 1965, SHEET 10.
*SEE SHEET 3 FOR ADDITIONAL NOTES
HU,.,,,.,N,TLEY
PROJEC N O: 9 - 059
DRAWING NO: 97059
FILE NO:
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
SURVEYORS ENGINEERS LANDSCAPE ARCHITECTS
30 INDUSTRIAL DRIVE EAST
NORTHAMPTON, MASSACHUSETTS
f Ub - U Scanned
Digitized
Checked -
SHEET N0.
1
OF 3
GENERAL NOTES:
PRIOR TO BEGINNING CONSTRUCTION, THE CONTRACTOR SHALL ENSURE THAT ALL EQUIPMENT
AND MATERIALS ARE ON —SITE IN ORDER TO ACCOMPLISH THE WORK IN A TIMELY MANNER.
THE CONTRACTOR SHALL NOTIFY DIG —SAFE AT LEAST 72 HOURS BEFORE (TEL. 1 -800- 322 -4844)
COMMENCEMENT OF CONSTRUCTION. NO EXCAVATION WILL BE ALLOWED WITHOUT A VALID DIG
SAFE NUMBER.
ALL WORK WITHIN THE WETLANDS AND BUFFER ZONE TO CONFORM TO THE NOTICE OF INTENT
AND ORDER OF CONDITIONS, AS ISSUED BY THE NORTHAMPTON CONSERVATION COMMISSION.
THE CONTRACTOR WILL PROTECT ALL CUTS WITH BARRICADES AND LIGHTS, PROVIDE POLICE
PROTECTION, AND AGREES TO SAVE THE TOWN OF NORTHAMPTON HARMLESS FROM ALL CLAIMS
FOR DAMAGES WHATSOEVER.
CONTRACTOR TO CONFIRM THE SIZE AND LOCATION OF INVERTS FOR ALL EXISTING STRUCTURES
TO BE CONNECTED TO PRIOR TO COMMENCEMENT OF CONSTRUCTION.
TRAFFIC SHALL BE MAINTAINED AT ALL TIMES.
BEFORE EXCAVATION IS STARTED, THE BITUMINOUS OR CONCRETE STREET SURFACE SHALL
BE CUT VERTICALLY IN A LINE PARALLEL TO THE CENTERLINE OF CONSTRUCTION AND
SLIGHTLY WIDER THAN THE TRENCH WIDTH, USING AN APPROVED HAND OR POWER OPERATED
TOOL, SO AS TO ALLOW FOR TRENCH EXCAVATION WITHOUT FURTHER DISTURBING THE SURFACE
ON EITHER SIDE OF THE TRENCH.
THE BACKFlLL WILL CONSIST OF THE EXCAVATED MATERIAL IF IT IS DECLARED SUITABLE
BY THE ENGINEER OR SUPERINTENDENT OF STREETS. BACKFlLL WILL BE PLACED IN
SUCCESSIVE LAYERS NOT MORE THAN SIX INCHES IN COMPACTED DEPTH. NO FROZEN
MATERIAL SHALL BE USED AS BACKFlLL. IF, IN THE OPINION OF THE ENGINEER OR
SUPERINTENDENT OF STREETS, THE EXCAVATED MATERIAL IS UNSUITABLE, THE EtfflRE
MATERIAL FOR FILLING SHALL CONSIST OF APPROVED GRAVEL OR APPROVED BORROW, AS
DIRECTED. AFTER THOROUGH TAMPING AROUND AND BENEATH THE UTILITY, THE SIX —INCH
LAYERS OF BACKFlLL WILL BE THOROUGHLY COMPACTED AS FOLLOWS: IF DRY, SHALL BE
MOISTENED AND THEN COMPACTED BY TAMPING WITH MECHANICAL RAMMERS OR BY HAND
TAMPERS HAVING A TAMPING FACE NOT EXCEEDING 25 SQUARE INCHES IN AREA. THE FINAL
TWELVE INCHES OF FILLING WILL, IN ALL CASES, CONSIST OF APPROVED GRAVEL
THOROUGHLY TAMPED 2 —INCH TEMPORARY BITUMINOUS PATCH SHALL BE INSTALLED OVER
PAVEMENT AREA AND MINIMUM OF 6" OF LOAM AND SEED OVER OTHER AREA. AFTER
A PERIOD OF 90 DAYS, OR AT SUCH TIME THAT BITUMINOUS CONCRETE TYPE 1 -1 BECOMES
AVAILABLE, THE TEMPORARY PATCH SHALL BE REMOVED, A 1 —FOOT CUT SHALL BE MADE
BEYOND EACH SIDE OF THE TRENCH, AND A BITUMINOUS CONCRETE TYPE 1 -1 (HOT MIX)
SHALL BE LAID IN TWO LAYERS CONSISTING OF A 2" BASE COURSE AND A 1" PAVEMENT
COURSE, 3 INCHES IN DEPTH, OR MATCH THE EXISTING PAVEMENT DEPTH WHICHEVER IS GREATER,
AND ROLLED WITH A 5 —TON ROLLER. THE PATCH SHALL BE NEAT, UNIFORM, AND CONFORM
TO THE EXISTING GRADE.
THE CONTRACTOR WILL CONTINUE TO CARE FOR THE SAFETY OF THE PUBLIC FROM ALL CUTS
UNTIL THE PUBLIC WORKS DEPARTMENT HAS BEEN NOTIFIED AND THE WORK APPROVED AS
PROVIDED FOR IN ANY PERMIT REQUIRED.
SEWER PIPE SHALL BE PVC SDR 35, UNLESS OTHERWISE SPECIFIED, AND AS SPECIFIED BY THE
CITY OF NORTHAMPTON.
PIPES SHALL BE BEDDED IN 3/4" SCREENED GRAVEL TO A MINIMUM OF 6" AROUND THE PIPE.
SEWER MANHOLES SHALL BE PRECAST CONCRETE WITH BITUMASTIC JOINT SEAMS AND HAVE A
BITUMINOUS EXTERIOR COATING. WATERTIGHT, RUBBER BOOT TYPE CONNECTIONS SHALL BE CAST INTO
THE MANHOLE BASE. MANHOLES SHALL HAVE ALUMINUM OR COATED STEEL STEPS CAST INTO THE
WALLS. FRAMES AND COVERS SHALL BE IN ACCORDANCE WITH THE CITY'S STANDARDS AND HAVE
THE WORD "SEWER" CAST INTO THE COVER. ALL INSTALLED SEWER PIPE SHALL BE SUBJECTED TO
STANDARD LOW PRESSURE AIR TESTS, AND MANHOLES SHALL BE SUBJECT TO EXALTRATION LEAKAGE
TESTS.
IT SHALL BE THE CONTRACTOR'S RESPONSIBILITY TO MAINTAIN DRAINAGE, WATER AND SEINER
FUNCTIONING PROPERLY IN THE AREAS UNDER CONSTRUCTION PRIOR TO THE TIME WHEN THE FINAL
SYSTEM IS PUT INTO USE. ALL PIPES AND STRUCTURES WITHIN THE LIMITS OF THIS CONTRACT
SHALL BE LEFT IN A CLEAN AND OPERABLE CONDITION AT THE COMPLETION OF THE WORK.
THE CONTRACTOR SHALL TAKE ALL Nrr%ESSA,RY PP.ECAUT 1 NIS TO PREVENT SAND AND SILT FROM
DISTURBED AREAS FROM ENTERING THE SYSTEM. CONTRACTOR IS RESPONSIBLE FOR DAMAGE
SUSTAINED TO ANY EXISTING UTILITIES AND IT IS HIS RESPONSIBILITY TO MAKE REPAIRS TO THE
REQUIREMENTS OF THE TOWN.
LOCATIONS OF UTILITIES SHOWN ARE THE RESULT OF SURFACE EVIDENCE AS LOCATED BY FIELD
SURVEY, PLANS OF RECORD, AND OTHER AVAILABLE SOURCES. THESE PLANS DO NOT NECESSARILY
DEPICT THE EXACT LOCATIONS OF ALL UTILITIES WHICH MAY EXIST. CONTRACTOR TO LOCATE ALL
UTILITIES PRIOR TO CONSTRUCTION.
THE CONTRACTOR SHALL PRESERVE AND PROTECT ALL BOUNDS AND PROPERTY MARKS AS SHOWN
ON THE PLANS, LOCATED BY THE ENGINEER IN THE FIELD, OR LOCATED DURING THE COURSE OF THE
CONSTRUCTION. ANY PROPERTY MARKS OR BOUNDS DISTURBED OR DESTROYED FOR ANY REASON
SHALL BE RESTORED BY A REGISTERED LAND SURVEYOR AT THE CONTRACTORS EXPENSE.
THE CONTRACTOR SHALL BE SOLELY RESPONSIBLE FOR LAYING OUT ALL ITEMS OF THE WORK BASED
ON CERTAIN HORIZONTAL CONTROL AND BENCHMARKS SUPPLIED BY THE SURVEYOR OF RECORD.
ANY DISCREPANCIES SHALL BE IMMEDIATELY REPORTED TO THE ENGINEER.
THE CONTRACTOR SHALL THOROUGHLY INFORM HIMSELF AS TO THE REQUIREMENTS OF ALL
AGENCIES HAVING JURISDICTION WITH THIS PROJECT. THE CONTRACTOR SHALL KEEP ON SITE AT ALL
TIMES COPIES OF DOCUMENTATION OF ALL PERMITS.
PRIOR TO CONSTRUCTION, CONTRACTOR TO STAKE WORK LIMIT. CONTRACTOR TO DO WHAT IS
NECESSARY TO SECURE LIMIT OF CONSTRUCTION TO PREVENT ACCESS BY OTHERS.
ALL EXCAVATION SHALL COMPLY WITH OSHA'S LATEST STANDARDS. ALL REQUIREMENTS OF OSHA'S
EXCAVATION STANDARDS SHALL BE PROVIDED BY THE CONTRACTOR, INCLUDING BUT NOT LIMITED
TO, THE PROVISION FOR A COMPETENT PERSON ON SITE AND ANY REQUIRED DOCUMENTATION THAT
MAY REQUIRE CERTIFICATION BY THE ENGINEER.
CONTRACTOR TO DEWATER AS NECESSARY TO KEEP CONSTRUCTION AREA FREE OF WATER,
CONTRACTOR SHALL DISCHARGE WATER FROM DEWATERING TO APPROPRIATE LOCATION AND
WITHOUT SEDIMENTATION.
CONTRACTOR SHALL PROVIDE ALL MATERIALS, LABOR, EQUIPMENT, PERMITS AND APPURTENANCES
NECESSARY TO PROVIDE A COMPLETE PROJECT AS INDICATED ON THE PLANS.
EROSION CONTROLS AS NECESSARY, SHALL BE CONSTRUCTED PRIOR TO START OF CONSTRUCTION.
AREAS SUBJECT TO EROSION SHALL BE MINIMIZED IN TERMS OF TIME AND AREA.
IN GENERAL, WORK REQUIRING EROSION CONTROL INCLUDES EXCAVATIONS, FILLS, DP. INAGE,
SWALES, DITCHES, ROUGH AND FINISH GRADING, AND STOCKPILING OF EARTH.
EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL ALL AREAS ARE STABILIZED. EROSION
CONTROL MEASURES SHALL THEN BE REMOVED AND THE AREAS ARE TO BE FINISHED GRADED AND
PLANTED AS SHOWN ON THE DRAWINGS.
ALL UNSUITABLE AND EXCESS MATERIAL SHALL BE REMOVED AND BE DISPOSED OF IN A LEGAL
MANNER. ALL AREAS DISTURBED TO BE RESTORED, WITH GRASS AREAS TO BE LOAMED AND SEEDED
AND AREAS TO BE PAVED AS PER THE DETAILS.
ALL MATERIALS AND METHODS ARE TO COMPLY WITH NORTHAMPTON DPW STANDARDS, UNLESS
OTHERWISE APPROVED.
PERMITS WILL BE REQUIRED BY CONTRACTOR WHEN WORKING OR OCCUPYING PUBLIC WAY.
FIELD CONDITIONS MAY REQUIRE CHANGES TO THIS SITE PLAN. ANY CHANGES SHALL BE APPROVED
BY NORTHAMPTON PUBLIC WORKS DEPARTMENT.
RIMS TO MEET GRADES OF PAVEMENT.
ALL WATER AND SEWER LINES SHALL HAVE 10 FEET MINIMUM HORIZONTAL SEPARATION OR THE WATER LINE SHALL
BE 18" ABOVE THE SEWER LINE PROVIDED ADEQUATE COVER IS MAINTAINED. WHERE SEPARATIONS CAN NOT BE
MAINTAINED, WATER LINE TO BE ENCASED IN CONCRETE FOR A DISTANCE OF 10' BEYOND CROSSING.
PLANS ARE NOT FOR CONSTRUCTION. FINAL PLANS TO BE ISSUED BY ALMER HUNTLEY, JR. & ASSOCIATES, INC. UPON
REVIEW BY THE PUBLIC WORKS DEPARTMENT, DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THE CONSERVATION
COMMISSION.
TRENCH WIDTH
ORDINARY BORROW
COMPACTED BACKFlLL INITIAL COVER
COMPACTED TO 95%
TYPICAL TRENCH SECTION
N.T.S.
C� WATERMAIN
PATCH PAYMENT LIMIT
2" PATCH
MANHOLE FRAME & COVER
(SEE SPECS.)
12" MANHOLE STEPS
INSTALLED INTO
WALL SECTIONS
2 COATS OF
BITUMASTIC
WATERPROOFING
COMBINATION OF
1' -2' -3' OR 4' RISERS
AS NEEDED
PRECAST REINFORCED
CONCRETE MANHOLE
BARREL SECTIONS
PERFORMED FLEXIBLE
JOINT SEALANT
BRICK MASONRY
INVERT SLOPE 1 /8 " /FT.
BRICK MASONRY OR
CLASS A CONCRETE FILL
MORTAR & BITUMASTIC
WATERPROOFING
ADJUST TO GRADE WITH
_ BRICK MASONRY ONLY.
8" 12" MAX.
r a
o �
o PRECAST REINFORCED
8" I
CONCRETE M.H. CONE
TYP.
Z
0
6"
5" MIN.
i= 6" MIN.
COMPACTED SCREENED
GRAVEL BEDDING o 0 6" MIN.
BASE SLAB TO BE
MONOLITHIC WITH BOTTOM
BARREL. STEEL REINFORCED
TO ASTM & AASHTO SPECS.
AREA = 0.12 IN /LIN. FT. MIN.
00 0 0 ° o o o
°° 0 0 0 0 0 0 o 0
• • e° O. ..
o .° • O 0 p , Q ° o
° ° o ° v 0 e ° S o 0 0
EXISTING PAVEMENT o 0 o e ° UNDISTURBED MATERIAL
o
° 0 0 000 o ° ' ° o °d
12" GRAVEL BASE
COURSE
COMMON FILL TRENCH WIDTH
PAY UNIT
TEMPORARY PATCH
N.T.S.
m r% U o
� .W � �
0
=IMF * =MAN o
C N N Z
F - 2 g �" Q Q Z �.
Z n cn
mulm
230
220
210
CL =00
2 ". M.IN; . 6" MAX.
. . . . .
SHEETING
. .... . .. . .I . . .. .. .. . . .. . . .. ..
(IF REQUIRED)
.' .' . .. . . .. ..
3/4" SCREENED GRAVEL
INITIAL BACKFlLL TO 2" OVER
""
6 MIN.
PIPE (SEE SPECsCATIONS)
3/4 SCREENED GRAVEL
Q HAUNCHING MATERIAL TO
MID DIAMETER OF PIPE
(SEE SPECIFlCATIONS)
..:.: 6" MIN.
UNSUITABLE MATERIAL TO
3/4" SCREENED GRAVEL
BE EXCAVATED, BACKFlLLED,
PIPE BEDDING COMPACTED,
AND COMPACTED WITH PIPE
(SEE SPECIFlCATIONS)
BEDDING MATERIAL AS
DIRECTED BY THE ENGINEER
UNDISTURBED MATERIAL
TYPICAL TRENCH SECTION
N.T.S.
C� WATERMAIN
PATCH PAYMENT LIMIT
2" PATCH
MANHOLE FRAME & COVER
(SEE SPECS.)
12" MANHOLE STEPS
INSTALLED INTO
WALL SECTIONS
2 COATS OF
BITUMASTIC
WATERPROOFING
COMBINATION OF
1' -2' -3' OR 4' RISERS
AS NEEDED
PRECAST REINFORCED
CONCRETE MANHOLE
BARREL SECTIONS
PERFORMED FLEXIBLE
JOINT SEALANT
BRICK MASONRY
INVERT SLOPE 1 /8 " /FT.
BRICK MASONRY OR
CLASS A CONCRETE FILL
MORTAR & BITUMASTIC
WATERPROOFING
ADJUST TO GRADE WITH
_ BRICK MASONRY ONLY.
8" 12" MAX.
r a
o �
o PRECAST REINFORCED
8" I
CONCRETE M.H. CONE
TYP.
Z
0
6"
5" MIN.
i= 6" MIN.
COMPACTED SCREENED
GRAVEL BEDDING o 0 6" MIN.
BASE SLAB TO BE
MONOLITHIC WITH BOTTOM
BARREL. STEEL REINFORCED
TO ASTM & AASHTO SPECS.
AREA = 0.12 IN /LIN. FT. MIN.
00 0 0 ° o o o
°° 0 0 0 0 0 0 o 0
• • e° O. ..
o .° • O 0 p , Q ° o
° ° o ° v 0 e ° S o 0 0
EXISTING PAVEMENT o 0 o e ° UNDISTURBED MATERIAL
o
° 0 0 000 o ° ' ° o °d
12" GRAVEL BASE
COURSE
COMMON FILL TRENCH WIDTH
PAY UNIT
TEMPORARY PATCH
N.T.S.
m r% U o
� .W � �
0
=IMF * =MAN o
C N N Z
F - 2 g �" Q Q Z �.
Z n cn
mulm
230
220
210
CL =00
Cn CE ==ao mLo w
Ata
SEWER PROFILE
HORIZ. & VERT. SCALE: 1 " =10'
230
220
210
CURRENT DATE: HORIZ SCALE: NOTED PROPOSED PLAN OF LAND SHEET N0.
PROJECT NO: 97.059
VERT SCALE: NOTED LOCATED AT INTERSECTION OF DRAWING NO: 97089D1
FIELD WORK: WW /SH FINAL DATE: 08/08/97 PROFILE, DETAILS MAIN STREET WITH ARCH STREET FILE N0: HL
COMPS: A.J.M. CHECKED: R.L.S. LEEDS MASSACHUSETTS ALMER HUNTLEY, JR. &ASSOCIATES, INC.
8c ECTS
SURVEYOR: DESIGN: RS/AM 30 INDUSTRIAL DRIVE EAST 2 OF 3
N0. DATE BY REVISIONS ENGINEER: R.L.S. DRAFTING: A.J.M. ROBERT � MARY GROUT NORTHAMPTON, MASSACHUSETTS
I L _"- FLEXIBLE MANHOLE
• SLEEVE
o o
0
° ° o
COMPACTED SCREENED
GRAVEL FILL FOR OVER
EXCAVATION OF MANHOLE
TO 6" OVER TOP OF PIPE
. TYPICAL 48" D I A ---
SANITARY SFWER
MANHOLE
N.T.S.
CIRCUMFERENTIAL STEEL
5" MIN. REINFORCED TO ASTM &
AASHTO SPECS. AREA +
0.12 IN /LIN. FT. MIN.
\4 1' -0" MIN. ABOVE
LARGEST OPENING
48" TOP OF INVERT ELEV.
EQUAL TO 0.80 OF
LARGEST PIPE DIA.
3' -0" MAX.
PREC
Y O
r--
Moo o 0 h
= °
o''
� II Ma ria II a
W n n�n����N
W Z Z> Z> 0 0 >_
Z
w
x Z Z N Z Z 0 Z
W� -00
240
Scanned
Digitized
Checked
GENERAL EROSION CONTROL GUIDELINES
t) ALL AREAS THAT ARE DISTURBED DURING GRADING OPERATIONS WHICH WILL NOT BE PAVED WILL RECEIVE 6 LOAM, SEED AND BE COVERED
WITH TOBACCO NETTING.
2) EROSION CONTROL MEASURES SHALL BE INCORPORATED IN THE SEQUENCE OF CONSTRUCTION TO PREVENT SEDIMENT LADEN WATER FROM
LEAVING THE SITE.
3) NATURAL VEGETATION SHALL BE RETAINED WHENEVER FEASIBLE UP TO THE SCHEDULED START OF A CONSTRUCTION ACTIVITY IN THE
AREA. WHERE POSSIBLE, CLEARING SHALL IMMEDIATELY PRECEDE CONSTRUCTION ACTIVITY.
4) AREAS SUBJECT TO EROSION SHALL BE MINIMIZED IN TERMS OF TIME AND AREA.
5) IN GENERAL., WORK REQUIRING EROSION CONTROL INCLUDES EXCAVATIONS, FILLS, DRAINAGE, SWALES AND DITCHES, ROUGH AND FINISH
GRADING, AND STOCKPILING OF EARTH.
6) EROSION CONTROL MEASURES SHALL, WHERE APPLICABLE, INCORPORATE AT LEAST THE FOLLOWING PROCEDURES DETAILED ON THIS DRAWING.
A) TEMPORARY BARRIER OF HAY BALES TO PREVENT SEDIMENT —LADEN WATER FROM ENTERING STORM DRAINAGE SYSTEMS.
B) TEMPORARY BARRIER OF HAY BALES TO ACT AS EROSION CHECKS AT THE TOES OF EMBANKMENTS AND SLOPES.
C) TEMPORARY EARTH BERMS TO ACT AS SEDIMENT TRAPS IN AREAS OF EXTREME RUNOFF.
D) TEMPORARY EROSION CHECKS IN DITCHES AND SWALES TO PREVENT SEDIMENT —LADEN WATER FROM ENTERING BODIES OF SURFACE
WATER.
E) PROVIDE TEMPORARY SLOPE EROSION CONTROL WHERE REQUIRED.
F) FILL AND GRADING SHALL BE TREATED WITH SLOPE STABILIZATION SEEDING AND HAY MULCH UPON COMPLETION.
7) ADDITIONAL EROSION CONTROL MEASURES SHALL BE INCORPORATED AS DIRECTED B1' THE ENGINEER WHEN THE EXISTING
MEASURES ARE INADEQUATE.
8) EROSION CONTROL MEASURES SHALL BE MAINTAINED UNTIL FINISHED GRADE IS STABILIZED. EROSION CONTROL MEASURES SHALL THEN
BE REMOVED AFTER ALL DISTURBED AREAS ARE STABILIZED WITH A THICK COVER OF GRASS OR ADEQUATE SURFACE TREATMENT AS NOTED
ON THESE PLANS AND SPECIFICATIONS.
NOTES: WORK IN OR NEAR WETLANDS
1) "WORK IN OR NEAR WETLANDS" IS DEFINED AS ANY AREA WHERE CONSTRUCTION IS WITHIN A WETLAND OR WITHIN
100 FEET OF A WETLAND (BUFFER) AS DEFINED M.G.L. CH. 131, S.40 WETLAND PROTECTION ACT OR AS DEFINED BY
CITY/TOWN BYLAW IN THE CITY/TOWN THE PROJECT IS TO BE LOCATED.
2) MAJOR WETLANDS AND BUFFERS SUBJECT TO APPLICABLE RESTRICTIONS OF THIS CONTRACT ARE INDICATED ON
THE PLANS AND THE "SCHEDULE OF WETLAND AREAS."
3) NO MATERIALS SUBJECT TO EROSION SHALL BE STOCKPILED OVERNIGHT WITHIN 100 FEET OF A WETLAND, BROOK,
TOP OF RIVER BANK, OR OTHER AREA DEEMED AS WETLANDS OR BUFFERS BY THE ENGINEER.
4) ALL EXCAVATED MATERIALS SHALL BE CASTED AWAY FROM WETLANDS, BROOKS, RIVERS, OR OTHER AREAS
DEEMED WETLANDS OR BUFFERS BY THE ENGINEER.
5) PIPE TRENCHES SHALL BE TOTALLY BACKFILLED AT THE END OF EACH WORK DAY, UNLESS APPROVED BY THE
ENGINEER.
6) SEDIMENTATION CONTROL FENCES SHALL BE INSTALLED PRIOR TO CLEARING. SEE PLANS FOR LIMIT. THE
CONTRACTOR SHALL MAINTAIN THESE FENCES UNTIL FINAL ACCEPTANCE BY THE ENGINEER.
7) DISTURBED AREAS SHALL BE GRADED, LOAMED AND SEEDED AND RESTORED WITHIN
ONE (1) WEEK OF INSTALLATION OF PIPE.
8) THE FINISHED GRADE OF DISTURBED AREAS SHALL MATCH EXISTING TOPOGRAPHY OF THE AREA PRIOR TO
CONSTRUCTION, UNLESS INDICATED OTHERWISE ON THE PLANS.
9) THE CONTRACTOR SHALL CONSTRUCT TEMPORARY CROSS DITCHES, CULVERTS AND SWALES, AS NECESSARY TO
MAINTAIN EXISTING SURFACE WATER LEVELS, SUBJECT TO THE APPROVAL OF THE ENGINEER.
1 C rHE' FUNCTIONING OF TENIPCRAQ`! CULVERTS, 'DITCHES, SW,NLES OR CONSTRUCTON OPERATIONS SHALL N^iT
CAUSE NOTICEABLE SEDIMENTATION PLUMES. IF PLUMES OCCUR, THE CONTRACTOR SHALL STOP WORK AND
INSTALL EROSION CONTROL DEVICES IMMEDIATELY TO PREVENT FURTHER SEDIMENTATION.
11) ACCUMULATED SEDIMENT SHALL BE REMOVED AND DISPOSED OF BY THE CONTRACTOR AS REQUIRED OR AS
DIRECTED BY THE ENGINEER.
12) TRANSFER AND /OR STORAGE OF FUELS, LUBRICANTS, ETC., WILL NOT BE PERMITTED WITHIN SENSITIVE AREAS
WITHOUT PRIOR APPROVAL OF THE ENGINEER. TRANSFER WILL NOT BE PERMITTED WITHIN 100 FEET OF A POND, LAKE,
A FLOWING BROOK OR RIVER AND NO STORAGE WILL BE ALLOWED EXCEPT IN APPROVED FENCED— SECURED AREAS.
13) EQUIPMENT SHALL NOT BE PARKED WITHIN WETLANDS OR BUFFER AREAS EXCEPT DURING ACTUAL OPERATIONS
REQUIRING SAID EQUIPMENT.
BAI
BU'
TO(
DE OF SLOPE
i
i �
1 " SQ. OAK POST
BALE HAY PLAN =
HELD IN PLACE I
WITH 2 "x2 "x3' -0" N
STAKES — 6' -0"
2 PER BALE No FILL C _
0
FLOW N
1/P\x" �- TOE OF
SLOPE
EXISTING GROUND
SECTION A -A
BALED HAY FOR EROSION CONTROL AT
TOE OF PROPOSED SLOPES
N.T.S.
Tom
N.T.S.
SUPPORT NET
INDUSTRIAL
POLYPROPYLENE
FILTER FABRIC
MIRAFI 100 OR
APPROVED EQUAL
BACKFILL
6"
co
1" S OAK
A` COU PLER
"A" MEN
"
FABR
- FILTER 0 TO P PPROVEO
� A A100O FA
MIS`
COON EQUAL
SE" "
S EpTi?N 8
"A
BACKFILL
SEDIMENTATION CONTROL FENCE
n
I ( N
BALED HAY HELD IN
PLACE WITH 2 "x2 "x3' -0"
STAKES — 2 PER BALE -� o
N
B ALED HAY FOR EROSION CONTROL
IN PROPOSED D RAINAGE DITCFIES
N.T.S.
N0. I DATE l BY
REVISIONS
CURRENT DATE:
FIELD WORK: WW /SH
HORIZ SCALE:
vERT SCALE:
FINAL DATE:
NOTED
NOTED
08/08/97
COMPS: A.J.M.
CHECKED:
R.L.S.
SURVEYOR:
DESIGN:
R.L.S.
ENGINEER: R.L.S.
DRAFTING:
A.J.M.
EROSION CONTROL
NOTES &DETAILS
6
BALED "AY M "
TOGETHER BY
WOODEN STAKE
1 " SQ. OAK P(
-SUPPORT NET
INDUSTRIAL
POLYPROPYLENI
- FILTER FABRIC
MIRAFI 100 OR
APPROVED EQU
- 1 /8" TO 1/4
CRUSHED STON
BACKFILL
DIRECTION OF
//A,\\
6'
SECTION PLAN
SEDIMENTATION CONTROL FENCE
W/BALIED HAY BACKING
PROPOSED PLAN OF LAND
LOCATED AT INTERSECTION OF
MAIN STREET WITH ARCH STREET
LEEDS, MASSACHUSETTS
PREPARED FOR
ROBERT &MARY GROUT
N.T.S.
11UNTLEY
ALMER HUNTLEY, JR. & ASSOCIATES, INC.
SURVEYORS ENGINEERS LANDSCAPE ARCHITECTS
30 INDUSTRIAL DRIVE EAST
NORTHAMPTON, MASSACHUSETTS
PROJECT NO: 97 -059
DRAWING NO: 97059D2
FILE NO:
SHEET NO.
3 OF 3
Scanned
Digitized
Checked
4' -0'
DITCH
SECTION C -C
LEACH BED RAISED DETAIL
C
1~+!'LL WtiN N" 5Ct
V& Ii "v "t
V Ir ""m 9m
am"v
(512 WIF5)
t ,4� vN
RIVER RANK
MN. DAM LAW
.6M
a/tsi a s I tom ri ck (t;;
51.01 50.01
W 5' I. a.EM, 5*V FILL 9iALL % at* aZ*UA 5*V, MV OF OPlAK tiVcr' I1 W/ P10 F RIM5 > 2 ",
W/ lP T 45 % efWV FY NO.4 5" MAint rwA% 40, 4 5EV19KL Mftf M' FaLO W.
10-100% F*W W. 50:0-20% F/5W NO, 100: 0-5% ftft 40.200.
2. A'TW * K.Y515 %U M C01`A IW ON , te 5ML' FU, t0 DCMO"Al C 1Q W/ 1FC /D0�2,
i 1
NM5�
I. CaOXfOR SHALL MfeCf E)Q%WA IM5 TO 1K EXTENT FEA5M.
2. CO>`MXfOR %AI.L LOAM 9 %R? ALL. AMA5. 5MPEn ?eA.5 SNU 8E PRO1`ECSP WIM MUCH
m GRA55E5 AID WELL E5fAr3115fn f0 PREVENT 50L ERO510N,
3, 51Lf FENCE SM.L M INSfALLEP PRIOR fO EXGAV. & ~AJNEP U, n 6P.A55E5 AM MLL E5 15HEn,
4. CONWfOR %u Prom m5ER fo am OVER omef rm of SErTIC f".
P_" W/ TEE
ON IM&
1,500 CAALLON
SEPTIC TANK W/
OIJUf FILTER-
MAINfAN MAKOV ELEV. - 349,0
MOM 11" 15 Ff FROM LEACH FIMP
POWN GfZA17IENf 5LOPt5 9iU HAVE A
6M OF 3 HCMZ.: I WRf,, OR FLATTER
�.. I T 4 I
TYPICAL SYSTEM PROFILE (NOT TO SCALE)
B
BUILDING
WALL
ruwam%u
W.dN ILK .on2 Ff/pr
1,500 GA T1iCTDiDiTgrjr% nnV
LEACHING BED (RAISED)
CAP ew
/YI MWW
_ MN INV, • 5485
axv, - 'WOB
ELEV, • 546 3
"'L
dro
NOT5: I. W. Af LW ft MP t5 PA51T ON 50L EVAAW M MD VAX, HGii al lN7WAV M&AWN
2, NV. Ar eUl VM W&L 15 MINiRW INVVr ELLVAIION; MN 1rA IN iNVWr Ar OR ABM 1M5 ftVAtM,
DEEP OBS. HOLE NO. 1 TP-1
DEPTH HORIZ. TEXTURE I COLOR IMOTTLING I OTHER
0_91 A 54r'` LOAM 5112; ; 1 NONE C" "X ' L005E, F AM e , UCT5
9 - 2
D
5WN LOAM
5M17Y LOAM
Ml 6
Lom, BI.GCXY, ROOTS
Ci.'RVp. - x
25 - 60"
C I
I!/ / ////////fi
514'5 / 3
FAME MOf1LE5
NOf CON552W
<5x
L005E, FP, I
W L - 5%,
11 _
WY LO
1 51114.' 4
51114/ 6 1/ 8"
M/2 1/
>20% A *61"
FIRM MOCKY (w/ SMrJY LENSE
MA1U --10x,
5w5/ 6
5;W5/ 2
>IOx At TS"
FM, FRMt/ DLOCKY
GRAVEL 5 - 2-12 - 10%
LARGE ROCK Af 68
� - ms `s
1 40, 61
I MP
sr M IMI
W 01 ma t e
BOB
1 O N
I
e9nM, 5CA50NAL FNGH WATER fAM C E51rW -p '545,8' WAR fP -I; E51fiMf - 343,0' WAR 1P -2 �
BED,ROCK
'91 050 kv. P,
M � 0001 w.
BE
L. I
I
1,500 GA T1iCTDiDiTgrjr% nnV
LEACHING BED (RAISED)
CAP ew
/YI MWW
_ MN INV, • 5485
axv, - 'WOB
ELEV, • 546 3
"'L
dro
NOT5: I. W. Af LW ft MP t5 PA51T ON 50L EVAAW M MD VAX, HGii al lN7WAV M&AWN
2, NV. Ar eUl VM W&L 15 MINiRW INVVr ELLVAIION; MN 1rA IN iNVWr Ar OR ABM 1M5 ftVAtM,
DEEP OBS. HOLE NO. 1 TP-1
DEPTH HORIZ. TEXTURE I COLOR IMOTTLING I OTHER
0_91 A 54r'` LOAM 5112; ; 1 NONE C" "X ' L005E, F AM e , UCT5
9 - 2
D
5WN LOAM
5M17Y LOAM
Ml 6
Lom, BI.GCXY, ROOTS
Ci.'RVp. - x
25 - 60"
C I
V. 5*M LOAN
514'5 / 3
FAME MOf1LE5
NOf CON552W
<5x
L005E, FP, I
W L - 5%,
E0 - 12C' C 2
WY LO
1 51114.' 4
51114/ 6 1/ 8"
M/2 1/
>20% A *61"
FIRM MOCKY (w/ SMrJY LENSE
MA1U --10x,
5w5/ 6
5;W5/ 2
>IOx At TS"
FM, FRMt/ DLOCKY
GRAVEL 5 - 2-12 - 10%
LARGE ROCK Af 68
� - ms `s
DRWG: 4116199 GJN
I
e9nM, 5CA50NAL FNGH WATER fAM C E51rW -p '545,8' WAR fP -I; E51fiMf - 343,0' WAR 1P -2 �
BED,ROCK
BE
L. I
I
120
ELEV - . AT GRADE (RELATIVE SITE B.M. ): !48.9
OBSERVED DEPTH TO GROUNDWATER: NONE 0"mw
ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH 61
DEEP OBS. HOLE NO. 2 TP -0
DEPTH HORIZ. TEXTURE
I COLOR IMOTTLING I OTHER
0 - 6'' .A SMUT LOAM SY� ' I NM OMK'vEt% L005E, FlaAME, ROOf5
6 - 26"
0
5M17Y LOAM
Ml 6
NODE 095ERVEi7
L005E, FRV U, 000f5
GiMu -5/., 2-12" 9fow5 --5%
26 - "0"
C I
V. 5*VY LOAM
K4/4
V A M, W
NODE 0BSERVEt7
L005E, F"KI
GRAVEL -10%, 2 -6" %M5 - IOx
40 -106 .,
C2
54,VY LOAM
111TH LAlr5
6 - 8" 1MCK
51121/ 6
5W4/ 4
5w5/ 6
5;W5/ 2
>IOx At TS"
FM, FRMt/ DLOCKY
GRAVEL 5 - 2-12 - 10%
LARGE ROCK Af 68
� - ms `s
DRWG: 4116199 GJN
Rompf & mmy LEE GpOUf
e9nM, 5CA50NAL FNGH WATER fAM C E51rW -p '545,8' WAR fP -I; E51fiMf - 343,0' WAR 1P -2 �
o �
BE
L. I
I
ROCBLr
I
>
I
108
I
SBM —B---`
33S
330
4
TEST DEPTH 'RATE 'DATE
OF
3
2 1
I
DELINIATION OF WETLANDS 100 -FT BUFFER ZONE AND RIVER BANKS
PER PLAN PREPARED BY HUNTLEY & ASSOC 8 -8-97
7
MILL RI VER � N/ E MLOWNG fO � J
WmRf & MARY LEE GROUP
A5%55OR5 MAP -IOn, lAf -28
REPLACE NM 5OL5 fO ELEV, - 3465'
W/ 5AW FLL fO EfEW5 5HOWN A
A TA 45' x 26'
•-�-- M ILL RATR
\ r£OM M1�1LAM5
I
SBM ELEV. = 351.8
NAIL WP"M T* LATE
IN 16" OAK o UTIL. POLE / TPEE
�. R2
p�Op�n pROp05En L"110N
HOSE OF MMZY & RF5ERVE
.� LEACH FIELn5
s C i i �
RA15En 17 L E ACH 1 �U7 �� �it16'�.0 r•
� AREA • 3 ' x I6'
1 / MILL RIVET
UTIL. POLE \
BM = 32? 2
� IKE AT B
noN % 0CA110N PLAN
MVIN6 5EWER ARCH S T A�PROX, 5CA X : I" .150'
R E E T
MPA L? i3Y WWMAN ENWONMEN% ENGIi UONG, APL 1999, BA5EP ON: 51TE TOPO, 5I, MY;
/ "PROP05E12 PLAN OF LAND LOCATEn Af INTMMC11ON OF MAIN 5frz T & ARCH 5TI f, LEE95 Mk", 5Hf -I/ 3,
/ I M15Y & A550C., 8- 8-9 I" -30'; 4V NOI.NWfON A5%55(Y5 *V ZONING MAP - 10d, 1-1-98, I" -100'
GENERAL NOTES
I. MN M A MINIMUM 100 Ff. "ACK B - IMN WELL MV LEA0*4 AAA; MNMN A
/ Ks Fbs� ��►+� flrz o t PV� r 04" MINIMUM 50 Ff 5MAa DEIMN KU. ANn 5EPTIC TANG,
2. TIC 5EP11C 5Y51'EM LEACHING AREA 51 AKl. K A MINIMUM OF 20 FEET FPOM T`HE F ATION.
3. MINIMUM 5LOPE OF TIC RJILPING 5EWER 5M.L 13E 1/ 8" PEP FOOf, LAIP AT GOWN. GRAPE.
_ "0 TI �`
L. POLE ROPERLY 4, P LIM5 A5 SHOW'N ON THE 511E PLAN ARE ONLY E511MATE5. FIELD VERIFY P15TANCE fO
#16/1 / � nn
�1J PROPERTY LIW5 MUR TO CON5TUTION ANn OMY ALL LOCAL, ZONING OWINANCE5,
— J N 5. 5MM N0f MIMI? fO ACCOMMOVA1'E GARAGE n15FOA .
6, AVOID MM1V'ING OVER LEACHING AREA, EXLEPr FOR 51TL; "NG.
~f
ol 01? fo TtoN pFvrw 13Y C N 5 FpV.
CONSTRUCTION NOTES COMM, roa n IN AccM*a W/ 31 o CMR 10.
R ev ► Ste,
I, 5EP11C 5Y5TEM COMPOi EW5. 50L V50W, 5Y5TEM - LEACH FIEIn
- -- LEACH FELL?: 35' LONG, I6' WPE & 0.5' MM M 0W PIPE;
a� -- — SITE n1511RIP. FIFING: 5PR 3y OLE
PVC PERFOP, PIPE W/ 1/ 2" H5.
PLAN
l SCALE: I" -- 30' ONE 121511z1t3 ON PDX
M 1,50o GALLON SEPTIC fAl�
.�� TIL POLE 11 TP - 1 WEEP OCAS, NOI.E ( TEST PIT) N0. I
Q P T -1 PEPC 1�Sf No, CONi�C71VE PIPING: 4" PIA. SCH. 40 PVC ' MIN, 5 -- I/ 8" PEP Ff,
98 EXISTING CONf0lF5
fX4K OU LEf FILTER: ZAML A- 1800,OR EQUAL
PROP05En CONfOI,R 2. 5EM f" 5M.L 6E WATERTIafif ANn 5Ef LEVEL ON A LEVEL PA5E CON51511N6 OF NATIVE
AI'rPROX. LOCATION OF WELL aOl,Nn W/ A MIN, 6 INCH 5fONE PA5E (OF 3/ 8" OR 3/ 4 " 5f0tV , EQUPP V WITH A 20" nIA.
Z 0o0cQDoW POCK WALL WA1'El f WMOLE & ACCE55 p0mf5 FOP INSPECTION OF INLET & OUtLEf I -IPE5, Kr. CMAN "AR W/
LA A MIN, \M M fO LENCO RA110 OF I fO 1.5, MIN.1,10Un MM Of LOW THE OLnEf INVERT OF 4 Ff,
ER - IZ ATPROX, LOCATION OF PROP, LINE PE516NEn FOR HEAVY VW LOARZ, & SNAIL MEET TIC REC MENf5 5PECIF En IN 310 CMP 15.226,
— — WETLAN125 ( 6ANK & "FER ZONE) INLET & OLnef TEE5 SHALL R 5CIE12, 40 PVC OR PIEGA5f CONC. EXTEWING 6" APOVE TIE FLOW
SBM — A , B , C , D LOCA11ON PEENCH MAPK5 LINE, M A MIN AIR 5PACE OF 3" ML40%V THE T" COVER, AW THE OUTLEf fU SNAIL EXPEND A MIN,
MILL ( NAIL W/ NtfA . MAlf IN fME) 14,19, OF 24 NOES PELOW THE FLOW Lff FOR fNT5 W/ LIQUIP LEVEL5 OF 4, 5, & 6 Ff, RE5PEC
3 ALL CONSTRI,rfm SjtAIL f IN k rr)WANCI% WI114 TI1LE 5 MA55 SfAT'E ENVLpONMENfAl CODE
PERCOLATION TEST RESULTS
TEST DEPTH 'RATE 'DATE
i
48" 5 MPI
416199
2
60"
2W
416199
M516N IVC PATE
�Of O W JN 51T��fp L��P5 MA
- 5 MPI ; M5 EFFLTNf I
LOAD NG RATS 15 0,60 GPn/ SF C 6ASEb ON CLA55 II 5011.5)
LEACHING FLEW: LEACHING APEA PEQUPEn: 330 GPn/ (0.60 Gpn/ 5F) - SSO 5F
F(X p & m 1 rw� 6rouf
U5E LEACH FLEW: 35' LONG COY 16' W M, 0.5' MEP
LEACHING AITA 35' x 16' - 560 5p --- O.K.
AP N 4,r
FIELD 4/ 8/ 99 C4,N1 ,F
OWNER:
115ERVE AMA PROVIMP - -- 5EE 5111 PLAN
� - ms `s
DRWG: 4116199 GJN
NOTES:
I, PERC 1ESt N0. I & 2, ANV DEEP 035. HOU5 (15T W5) 1& 2 Yl
COMM OY G.J. NEWM+IN, N)<WMAN MR. ENOW ANI7 VArNV5%t7 BY
P. McMAN, NOM A1f'fON 0011, ACENf, APRI. 8,1999.
ELEV. AT GRADE ( RELATIVE SITE B.M. ): !Wl'
OBSERVED DEPTH TO GROUNDWATER: Nm ovss;"V
ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH: 73 INat5
e 1 5
10D -028 scannea V— Q�lSea/' �Q 11 V� �'p�`1 5/Z�/
Digitized
Checked ;J /
F?i
UA
I
DESIGN CALCULATIONS:
5� W A 6G
M516N FLOW RA1t: 110 GPn X 3 PRM - 330 Gp
ro�
NOf PE5 917 FOR a"AGE 1715PO5A1
M516N IVC PATE
�Of O W JN 51T��fp L��P5 MA
- 5 MPI ; M5 EFFLTNf I
LOAD NG RATS 15 0,60 GPn/ SF C 6ASEb ON CLA55 II 5011.5)
LEACHING FLEW: LEACHING APEA PEQUPEn: 330 GPn/ (0.60 Gpn/ 5F) - SSO 5F
F(X p & m 1 rw� 6rouf
U5E LEACH FLEW: 35' LONG COY 16' W M, 0.5' MEP
LEACHING AITA 35' x 16' - 560 5p --- O.K.
AP N 4,r
FIELD 4/ 8/ 99 C4,N1 ,F
OWNER:
115ERVE AMA PROVIMP - -- 5EE 5111 PLAN
� - ms `s
DRWG: 4116199 GJN
Rompf & mmy LEE GpOUf
e9nM, 5CA50NAL FNGH WATER fAM C E51rW -p '545,8' WAR fP -I; E51fiMf - 343,0' WAR 1P -2 �
o �
P.O. PCX 64
5Ef 6OffOM OF LEACH FLEW ( 5fONE) Af ELEV. -- 347,8'
„ N
CALL. 4116199 GJN
LEEnS, MA 01053
`'f ; �`,►
CHK'D 41 16199 GJN
EXCAVATE EXISTING 501 L5 TO ELEV, • 36.3'
REV: I
TEL: �13-58� -5519
SCALE: NO�n
DWG. N0. Z990�
SHEET: I OF I
SEPTIC TANK: NEW 1500 GALLON 5EP11C TANK PROVInE ,5+ n Y
5 P Y5 RETENTION T1ME AT PE51GN FLOW
ANTI- FLOfA11ON: I, 500 GALLON TANK - 10.5' 5.67'x 55!5' Y, 62,4 LP5/ CF - 19,800 LP5 PLIOYANCY WHEN 5LRCHARGEn
NEWMAN ENVIRONMENTAL ENGINEERING
TAW - 12,000 LP5; Ann CONCR, PAP: 105' x 6' x I' x 125 Las/ CF - 7,900 L65; 5UM - 19,900 Las - O.K. '
EW 15 Mori THAN 2 Ff VELOW fop OF f" - *V-F 0rA11ON CONCR, pan 15 Nor ITOMP.
21 GUARD ROAD, W 0 R T H I N G T 0 N , MA 01098
f�AKDUf n15TANCE: 15' ; C�1�AKOUf ELEV: - 39,0' - -- PROVInE APn' L FN.L AS SHOWN, 5WA1,E5 f0 PIVEpf PUNOFF
TEL: 413-238-5383 FAX: 413-238-4276
4
2 1
10D -028 scannea V— Q�lSea/' �Q 11 V� �'p�`1 5/Z�/
Digitized
Checked ;J /
F?i
UA
I
,
i
RIVER BANK
LEACH BED (RAISED) DETAIL
X SECTION (NOT TO SCALE)
L�
M WAIN MArOW ELEV. - 349,0
MORE 'i'HAN 15 FY FROM LEACH FIELC
VOWN GXACIENT' %OPE5 SHALL NAVE A
GXAI?E OF 3 HCMZ,; I VM, OX FLAfTEX
f4 t. .sKS *A.
N)" U W?N W"g 50l / 2 MN CX m U11ER
- 'L y
t1.tm sqv ►LL / ' . • Yom✓ ' • �' . " i
1 • . , r • •
y
N0f=.S I. 13 fM1 SAnD FLL Sr'rV.l. 3E CLEMI �'Al Jl1AR SN+C• tf Cl' M .:alJrC IAA1T�r< W NC °�F''.lf 5,
W/ LP f0 45 X 'T f*f V VY V0. 4 5V,t YA rA - ,;e , 1: %v. 4 -,M Svu tiff-, t-f f - - u, - Av 6
ICHOOX PAS%6 N0.50: 0-20x oA5545 NO. 100- Cry % PA5 "Y W. 200.
2. A 5LIW M4YY515 _%U FJt c, r1ED G'N '}t 5*D FLL %- ^Ao,5mAtt CCApL,va N "*,:\t
NOES: �
I. CLNMKfa 5HALL PPOTECf EX15T114� TME5 tr-E EktrWFEA5;p3 F, V_" W.I 1EE
v r, ON MET`
MET` 2. CONTKfa 5HALL LOAM & 5EEn ALL C1511ME2 MA5. 5ee At�A5 SHALL e� oTECrEn MLt.CH
. -
�:"11L li WE
GXA55E5 A LL E5MI5Wt7 fO MVI W 50L EX0510N. �viTr•i
3. 5ILf FENCE SHALL If IN5rWt2 Pka fo EXCAV, & jMWA Wp LAIN. GfA55z5 Ag ".tE L EStV.1 '
5f [2. 000 6N.LON
4. Ca4T- CfOX SHALL I'M9 05EX T 6M OVER OKEf POPT OF 5EPnC f,". 5
0 1 1 C 1ilA%
OUTLEf FILTY
TYPICAL Sy.Sr rEm PR OP"11.1 . J (NOT TO SCALE)
BUILDING
WALL —
1,00 GALLON
SEPTIC TANK
ACCl:55 FOkT5 8 aWe %H
\(5EE CCN5M. N Clt 5)
i
Ou LEt BAFFLE+
DIS11 '110 HOX
IMEKY E , CU'':E15
5A., CE F - t„ E ACT! ,-- R
�_[_ 2ntf FFE 9 ff- LEVEL
, lc F.r5f no Fur.
C3AFFLE _
C l I
J
FLTER
CC)
dul Z' i � - - - - 4-
NIBS; I. NV, Af LZAOf4G XP 15 0A5D ON 50L EM01 M NOD k'VAX. HCH 0V_I�►VAlU MA1I0N
2' ENV. Af 13 "INCA WAJ,15 WNW MW ELf vAlVN; MWAN MV T At Ct' AO %f 1'H5 ftfVAt10N.
100-f* ftyFEK
FROM *tLMD5
.HILL RIVER
�-- IMACE EX1511NG 5OL5 fO ELEV. - 346,3'
W/ eAklWls-llo
l
DELINIATION OF WETLANDS 100 -FT BUFFER ZONE AND RIVER BANKS
PER PLAN PREPARED BY HUNTLEY t ASSOC 8 -8 -97
oUTIL �uLE
#1/19
N/ f ML, f /
X0 k 8 W?1 ' L E G OUT
A55E 550 A, :AF -, Cr;, L Of -28
r s
\ 9
Z
MOM WEIR vs
1
1 PEST
p�'OpOSE� pXOpOSEn LOCATION
LO
HOA `- - CF M & e5EXWE
`
LEACH F1ELC5
' � .,,•�
i
K'AISEC kP LEACH MUM
AREA ' 59' x 16'
r � � C�ASEC aJ: SITE f('/F0 5{,l�VE 1' '
C p /�C�►�} p A ,
" KCr l/5 r iri� '� .. S� .,� LOCATE EP Af iNTek5ECnON of Ntgj 5r�Gr ''Rl.Ft r � ' i�
ANC N��t}- 1�111,��r , v� MA. , 94r
! 3,
— -- _ - - - - ON A55E � �5� ?5 ANT' ZOO . 41f J� ri� ;�,!% - I od, I -1 -98 " '
I. I�if�1NTA;': A A . -, A!4Ig LEAC
ti's.. ��! 100 r fi. rt►�ACK PeTWEE�! "vLL , HING AT. '
MINIMUY 5C =f , PA„K PE�,,EEN ��LL ANTI 5EPi1C fA' ; MaINfAiN A
_ ' •' - -� r.' 41 5WO, G A MINIMUM Of 20 I'I;C .r t
I;J�!.1 t-i r�I�;I�1C'ArG'tJ.
y
1 '. . ... �i' �� _ r 'tri L/LJ' ✓CIP'JU N�� ►jl? iT����L I/� I / FekFr,/" fir' ^.'•1
' v�Ji
� `_ ''•' � 1.11 J ! it v r
�s . t ►.�, t : • . ' LIB � - �''� CPS f� 51 � PL�1►�! P�
�ti ; � � ONLY ESTiP,�'�TES. F ��•, � , ,
'0 CI�rJ5TLjCtC�J p+ lr A FI.G �E . I P15 vlz, r0
03cY, ,LL LOCAL ZCr�j.N1 , cwjI -J(25.
5. 5Y5Tr &I �4X 'i,1;� EC t0 ACCON'� v'iX.A Y a"AGE v
6. Al C ✓ �qOf ' .%p E C I -F vi�' � AREA
LEACHING BED (RAKED)
CAP EN!%
SBM -B--�
335
' UTIL. POLE / \
L OCAWN pl.Af�"�
VPPDX, 5CALE. 1 - 150'
Pi�PA1�G 3' '�1' '� : • i F•
�_) 1 - - 1 - .IV Jr LA IN
O. _ MIN IW.
Euv, - .547B
ELEV, - 5 463
It �
R I V 1=; R -
�iiL
DEEP OBS. HOLD. NO. 1 � I �� _ 1 � --------------
dV�t? DEEP OBS. HOLE NO. ? i F —?
DEPTH HORIZ. TEXTURE (COLOR 1 MOTTLNG ; OTHER
DEPTH HORIZ. TEXTURE COLOR %fOTTLING OTHER
A S1' LRAM � 5M/ I N� O13��„� l LOO`.ly, Ff�r�t,E, RUOtY
SMJL'ti L�M1 = rf3 I �t C I+ED i L Xl%, f ZACU
I I
9-25 d 54n LOAM 17 7-5W516 O65rl w!
QUIVEt - 'E 5NJC1 LCA1t1 L Pc! a ►J �"'G' ft: L00%. MIAO - E, E
25-601, 19;� U -- 5 x, 2 -12" 5f01�E - 5 x
C I V. SM�r LAMA 5� 5/ 3 FMtf MXU5 I.G %. FIZABL.f - - - - _
Ntr Cat551ENf atAVEL, -5X,
:b • �, i V 5Aivtii L-CAM 5'iC4,'4 NC*t L''E`5mvp L0051;, F1ziwu
L7!AM - 'Ox, 2 - 6" 5fOW5 - 10Z
60-120 C 5*,VY LAMA 5w4/ 4 5w4/ 6 1/ 8" MA, 9i QTY (W,' 5 uL a 5)
9W512 1/8" C 2 5 to LOAM 6 I5W516 FEM, FWf/ DWay
>20x Ar 61' LATU5 5Y;4/ 4 151125/2 I CXAVEi. 5 - IOx , 2 %Ot5 - IOx
- - J — - - -- 6 - a "a 3 LCox Af 73" LAP-2 FOa Af 68"
BEDRO I
K I I '�
1 1 BEDRO'Ck 108
ELEV. AT GRADE (RELATIVE SITE B..\i. ): '
'48.9 ELE\'. AT GRADE (RELATIVE SITE B.li.):
OBSERVED DEPTH TO GROUNDWATER: ��•=J?
ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH: &f f4Gt5 OBSERVED DEPTH TO GROi-NDIVATER: NoIZ O E
ESTIMATED SEASONAL HIGH GROUNDWATER DEPTH: 73 Wt5
I
5CAL E : I - 3o'
FIELD
T P — I
o PT—
CEP
I
FE PC TEST NO, I
98 —
EX15TIN6 CONfGtf5
�CAjN
PXC'1'05En CONTIOLK
a
1� TAAY -J '
1 4/
A kOX. LOCATION OF t1r'ELL
=
POCK WALL
p.0. C3 C 64
LEECS, MA 01053
A"OX. LOCATION OF PkCp. Oft
—
IN UNC5 ( aAt\f\ & 13LAFEX ZONE)
SBM- A,B,C,D
LOCATION LtNCH MAID'S
( NAIL W/ ,Wfk PLAT- IN 1�F?
DE`!G'N CALCULATIONS:
GE9 FLOW PAS 110 6FC X 3 aGXM - 330 Gpn
NOf CE516NEn FOX GAWAa m5P05AL
'T XAT� ' S h11'I ; THU5, EFFUENT' LOAVINC4 M 15 0.60 GPn/ 5F
aASE n ON CLA55115011, 5)
LEACH .�' FIELn: LEA 1lNG AREA XEQUIPEC: 33o GPn/ ( 0.60 Gp
n/ 550 SF
U5r LEACH HELP,. 35 LONG 13Y 16' �MM 0,5' CEEp
LEACHING ?JA: 35' x 16' - 560 SF O.K,
SE E MA MOVICEC - -- 5EE 511E PLAN
E5TIM. SEASONAL H16H WATER fVLE (FqW . 343,8' I�Atz Tp -i; E51'fWf - 343, '
5Ef 60ffOM OF LEACH Par (5fONE) Af ELEV, - 3 O WAX 7 -2
EXCAVATE EX15i i NG 501L5 fO ELEV. - 1546.5
GALLON SEPTIC TANK, PXOti'ICE + .
5 4.5 CAY5 XETE1 ITION TIh1E Art ie516N FLEA'
ANTI - '- ;'ATION: 1,500 GALLON TANK - 10.5' x 5.6 ?' x 5.33' x 62,E L35/ CF - 19 , -
tA "� - 12,000 L(35 ,fin CONCX. PPG: 10, .800 Lt35 aL10YANCY ti ,1-� N SI.t�CHA�p
5 x 6 x I x 125 Las/ CF - ?,900 LaS; 5Uh1 - 19,900 Las - O.K.
E51fiM' 15 MOPE T1-iAN 2 Ff 3ELOW fop OF LANK - ANTI - FLOTATION CONCX, pAp 15 Nor
MA,K ..',�f n151A�lCE: 15' ; 3�AKOUf ELEV': - 349.0' pX � I�C�.�XEn.
OVICE Anp L FILL 015 910VVN, SWALES f0 1:21VEXf WIOFF
4 7
t.kCEPf FOX >I L C C"INC
.. 13
=XTION
VIE
VI�' 1' CONS%X1/ iN
AcC W� 310 CMX 10,
I. ��T : �, l;,L _ �'.''.� �ENfS: 501E Av5c�1;,", 56TEM -
LEACH FIELn
(.E.A.�N F1EL!%: �5' LG'PJG, I6' bVICE & O.5' CEPI , �EL04ti PIPE'
C15TK13. PIPING: 5CX - A5 pVC pEX1= . plpE W/ I/ 2" HOLES,
'1`9 1215TKlC3ln O" L30X
G'� rE I, 500 C�.aI.LOYU SEPTIC tANK
C4_11 It fCfIVE PIPING: 41' CIA, 5CH 110 PVC MIN. pEX F f,
5EPT'IC f*X OL -" f EILTEX: ZA3EL A - 1800,OX raA
2. SFPfiC rN ,f; =,.! �v�►, rWG 5Ef LEVEL. ON A LEUEI. aaSC CGN51
CROW r W/ r, M 1N 5fCIJ� PA5E (OF 3/ 8" OX 3/.j 11 sfoN�) SrrJ�, CF arnE
WA rfl'... .:�; r-L � E 3 AC.CE55 pG 51= INSpEc;nON irk • E pF P WlfH A 20 t?IA,
A MIN. WIP�`t � .. Et & OI�i.E i I✓irES, �CtA1`1G�.�,P �`v%
LEt 611 Pr1nC OF 1 101.5, MIN, LIQUID CEpfj aELC,� r 24 vUtLEf 1N'.
951G�fC FC : -f r " PUTY LCAVING, & 51'IkL MEET Tl-� r;E0L11i N 1,1t5 C1Fi r �, F � ,
INLET & OUTLc , �� ; � :ALL � SC�v, ' pti`c, vX p Er IN X10 ( ,.kip 15,226.
r
LI��, V`�f � , ' , r.= � � II �%A5i CONC. EX1Ct.D!f1G 6" �' 130'vE rt'� rL01►V
E OF 3 G
14,19, O LOW � fXJK CCVEP ANP T`rIE �tLEf �� ���L E�.1'"
lt ,_' �; � 0, v r� FLOW LIB F v�X f . _ r ` �i 47 A Iw�1r:.
INKS W "� LIQUIn LEVE�5 Of �, 5, & 6 Ff, I�SP'ECt.
3. ALL CON5TP, :' ; * . 5► ,af 'N ACCOKy'4J�� 11'1 f1'1 fifi,E 5, h'1A�5, 5'rr E;
� It✓ONn��Iwy1L CiJCE ,
/ A v -
� - -
Fop
i III �, ��.��� j► �
r 0P �013C �\ & WRY L E
Art,. �y
�
FIELD
�/ 8/ 99
�� GJN/ ip
O WN ER:
f
D R W G
41 16199
�CAjN
X013EXf & NMAXY LEE GXOUf
a
1� TAAY -J '
1 4/
cA L
16/ 99
i
; GJN_
p.0. C3 C 64
LEECS, MA 01053
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41 16199
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TEL: 'i 584 -55 ?9
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SHEET: I (;F I
NEWMAN
ENVIRONMENTAL
ENGINEERING
21 GUARD
ROAD, WORTHINGTON
MA 01098
TEL: 413-238-5383
FAX: 413 -238 -4276
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DRILL HOLE IN BOULDER
EROSION CONTROL LIMIT LINE AS SHOWN ON PLAN
PREPARED BY ALMER HUNTLEY JR. & ASSOCIATES, INC.
DATED NOVEMBER 7, 1997
\ ' EXISTING H
OUSE #1 50
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EXISTING SILT FENCE •�
EXISTING SILT FENCE
J
Q 04e
EXISTING WELL _ 0
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AS -BUILT
PLAN OF LAND IN
NORTHAMPTON, M
PREPARED FOR
LEGEND
ROBERT
AND
MARY
LEE
GROUT
O
DRILL HOLE SET IN BOULDER
RANDALL ��,
SCALE. 1"=30' NOVEMBER 10, 2000
■
CONCRETE BOUND SET _
E.
NOTE: SOME CONCRETE BOUNDS WERE REPOSITIONED IZER 4
HAROLD L. EATON AND ASSOCIATES, INC.
REGISTERED PROFESSIONAL LAND SURVEYORS
SILT FENCE
AFTER CONSULTATION AND REVIEW AND APPROVAL #35032
235 RUSSELL STREET HADLEY MASSACHUSETTS
�
®
UTILITY POLE
WELL
NORTHAMPTON
BY NORTHAMPTON PLANNING STAFF. s �
413-584-7599 413-585-5976 5976 (fax)
FIRE HYDRANT
email hleatenOaei.cem
Of 30' 60' 90'
sO
SEWER MANHOLE
oz 8 14 Scanned
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