64-32 - Pickman Road, Pickman Park Condos - CONSERVATION COMMISSION r C�fc slC:r� ' S \
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11 CITY OF SALEM
CONSERVATION COMMISSION
May 29, 2013
Pickman Park Condominiums Board of Trustees
C/O American Properties Team
500 West Cummings Park, Suite 6050
Woburn, MA 01801
Re: Certificate of Compliance - DEP #64-32 - Pickman Park Condominiums
To Whom It May Concern:
Enclosed, please find the certificate of compliance for the above-referenced property.
This certificate must be recorded at the Southern Essex County Registry of Deeds, 45
Congress Street(Shetland Park) #4100 in Salem. Please fill out and return the Recording
Information on page 3 of the certificate, which will indicate to the Salem Conservation
Commission that the document has been recorded.
If you have any further questions please feel free to contact me at 978-619-5685.
Sincerely,
Tom Dw e
Conservation Agent/Staff Planner
Enclosures
CC: DEP Northeast Regional Office
Richard A. Salvo, PE
I
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands DEP File Number:
WPA Form 8B — Certificate of Compliance 64-32
\ Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP
A. Project Information
Important:
When filling out 1. This Certificate of Compliance is issued to:
forms on the
computer,use Pickman Park Board of Trustees
only the tab key Name
to move your c/o American Properties Team - 500 West Cummings Park Suite 6050
cursor-do not Mailing Address
use the return key. Woburn Ma 01801
City/Town State Zip Code
� This
2. This Certificate of Compliance is issued for work regulated by a final Order of
Conditions issued to:
Salem Acres, Inc.
RN^ Name
October 3, 1978 64-32
Dated DEP File Number
3. The project site is located at:
Pickman Park Condos-Pickman Road Salem
Street Address Cityf town
MAP 22, 31, & 35 multiple lots
Assessors Map/Plat Number Parcel/Lot Number
the final Order of Condition was recorded at the Registry of Deeds for:
Salem Acres, Inc.
Property Owner(if different)_
Essex 6523 376
County Book Page
Certificate
4. A site inspection was made in the presence of the applicant, or the applicant's agent,
on:
Date
WPA Form BB,Certificate of Compliance•Page 1 of 3
wpafrmBodoc•rev.1 n3/09
Massachusetts Department of Environmental Protection
Bureau of Resource Protection -Wetlands DEP File Number:
WPA Form 8B — Certificate of Compliance
64-32
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP
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:
❑ 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:
Salem 5/23/2013
Conservation Commission Date of Issuance _
This Certificate must be signed by a majority of the Conservat o ission and a
__copy_sent.to.the applicant-and-appropriate DEP Regional O ce_(Se_e__
hftp'//www.mass.gov/dep-/about/region/findvour.htm).
ig tufes:
6 W
wpatrm8b.tloc•rev.12123/09
WPA Farm 8B,Certrrcate of Compliance•Page 2 of 3
Massachusetts Department of Environmental Protection
Bureau of Resource Protection -Wetlands DEP File Number:
WPA Form 8B — Certificate of Compliance 64-32
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP
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: ------------ --------- -- -----------------------------------------------
Salem
Conservation Commission
Please be advised that the Certificate of Compliance for the project at:
Pickman Park Condos- Pickman Road 64-32
Project Location DEP File Number
Has been recorded at the Registry of Deeds of:
Essex
County
for:
Pickman Park Board of Trustees
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 Number
Signature of Applicant
wpaf=Bb.dcc•rev.12I23109 WPA Fonn 8B,Certificate of Compliance-Page 3 of 3
® � p,�
• w Engineering Alliance, Inc.
Civil Engineering&Land Planning Consultants
May 3, 2013 d`"'' J~ 194 Central Street 1950 Lafayette Road
�u. Saugus,MA 01906 Portsmouth,NH 03801
Tel:(781)231-1349 Tel:(603)610-7100
Fax:(781)417-0020 Fax:(603)610-7101
Salem Conservation Commission Re: EAI Project#: 10-31901
City of Salem Pickman Park Condominium
120 Washington Street, 4th Floor DEP File No. 64-32
Salem, MA 01970
Dear Members of the Commission:
On behalf of our client, Pickman Park Condominium, Engineering Alliance, Inc. (EAI) is pleased
to submit the following for your review regarding the above referenced project:
• Three (3)copies of Form 8A Request for Certificate of Compliance
• Three (3)copies of Aerial Photos of the Subject Property circa 2008 obtained by
MassGIS and prepared by Engineering Alliance, Inc.
• Three (3) copies of plans entitled "Revised Subdivision Plan" prepared by Parsons and
Faia, Inc. and dated December 27, 1985.
The Order of Conditions for this project was issued by the Salem Conservation Commission
under DEP File No. 64-32 in 1978. Subsequent to that time, the Pickman Park Condominium
was constructed over three phases. Construction was completed and the project was turned
over from the developer to the board of trustees in June of 1985.
Since 1985, the areas that were under the jurisdiction of the Order of Conditions, have been
stabilized with vegetation and are thriving. Engineering Alliance, Inc. has performed a walking
survey of the development and a review of available subdivision plans (attached). Based on our
review, Engineering Alliance, Inc. hereby certifies that the development was constructed in
substantial compliance with the Order of Conditions. The subdivision plans were utilized as a
basis for our review as the file at the Conservation Commission did not include any design
drawings from the 1980's. We are hopeful that the Commission will consider issuing a
Certificate of Compliance for this project in order to properly close this project and complete the
chain of title.
Should you have any questions or require additional information, please feel free to contact me.
Very Truly Yours,
�jNOF c_
ENGINEERING ALLIANCE, INC.
Z` RICHA A. u'
SALVO
CIVIL m
No. 41851
Richard A. Salvo, P.E. q�oF
Principal FSS/ONALE���
Copy to: Pickman Park Condominium Board of Trustees
EAI File#: 12-39501
Massachusetts Department of Environmental Protection
Bureau of Resource Protection - Wetlands DEP File Number:
WPA Form 8A — Request for Certificate of Compliance 64-32
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP
A. Project Information
Important:
When filling out 1. This request is being made by:
forms on the Pickman Park Board of Trustees
computer,use Name
only the tab
key to move c%American Properties Team - 500 West Cummings Park Suite 6050
your cursor. Mailing Address
do not use the . Woburn MA 01801
return key. Cilyrrown State Zip Code
(781)569-2626
ab Phone Number
2. This request is in reference to work regulated by a final Order of Conditions issued to:
"e' Salem Acres, Inc.
Applicant
October 3, 1978 64-32
Dated DEP File Number
Upon completion
of the work 3. The project site is located at:
authorized in Pickman Park Condominiums-Pickman Road Salem
an Order of Street Address City/rown
Conditions,the Tax Maps 22, 31, 35
property owner Multiple Parcels
must request a Assessors Map/Plat Number Parcel/Lot Number
Certificate of 4. The final Order of was recorded at the Registry Compliance f Conditions e9 trY of Deeds for:
from the issuing Salem Acres, Inc.
authority stating Property Owner(if different)
that the work or
portion of the Essex 6523 376
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.
wparormaa.dx••rev.7113104
aaea i or 2
Massachusetts Department of Environmental Protection
Bureau of Resource Protection -Wetlands DEP File Number:
WPA Form 8A — Request for Certificate of Compliance 64-32
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Provided by DEP
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 http://www.mass.gov/dei)/about/region/findVour.htm .
vrpaform8e.dx••rev.7/13M4
Page 2 of 2
BK6523 PG316 ;;
j.. ORDERS
WEPLAND PROTECTION ACT
G.L. C. 131 s. 40 ,c
• « A
64
FILE NUMBER: PROJECT LOCATION: Jefferson Ave. , Pre9-
t -32
ton Road, Pickman Rd. , B. & M. R.R. �`:;,
TO: ., Attorney Peter Beatrice' CERT. MAIL NO: 755757
ry S
b Beacon St. , Suite 800
` Boston, MA 02108 i
RE: NOTICE OF INTENT AND PLANS DATED: DATE OF RECEIPT BY
6/19/78 CONSERVATION COMMISSION: 7/5_/78 �� •
DATE OF PUBLIC HEARING: 7/18/78,8/l/78
8/15/78, 9/5/78 �.
Pursuant to the authority of G.L. C. 131 .s.. 40, the. Salem Conservation
Commission has considered your notice of intent and plans
submitted therewith, and has determined t!tat. the area on 'which the 'pro- '
posed work is .to be done is significant to one or more of the interests
i described in the said act. The Salem Conservation Commission �k
hereby orders that the following conditions are necessary and all workxk.
must be performed in strict accordance with said conditions and with the _Y!
Notice of Intent andPlans, unless modified by said conditions. ;..
CONDITIONS
1 . Failure to comply with all conditions stated herein, .and with all
related statutes and other regulatory measures, shall be deemed
�a
cause to revoke or modify this order.
' 2. This 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' o,f . the
necessity of complying with all other applicable. federal, state or A
' local statutes, .ordinances, by-laws and/or regulations. '
4. The work authorized hereunder shall be completed within one (1) • year "
' from the date of this order unless otherwise stated beloia pursuant
to Regulation 6.7. The order. may; be ex- s.f
tended by the issuing authority for one or more additional one-year '
periods upon application to the said issuing authority at least
thirty days prior to the expiration date of the order or its extension
5. Any fill used in connection with this project shall be clean fill, _
containing no .trash, refuse, rubbish or debris, including, without
limiting the generality of the foregoing, lumber, bricks, plaster,
wire, lath, paper, cardboard, pipe, tires, ashes, refrigerators,
motor vehicles or, paits of any, of the foregoing.
_ 26 _
BK6523 PG377;
CONDITIONZ C^N^_ ?;.UED PAGE 2 FILE NO. 64-32
6. . No .work"may.lbe` commenced until all appeal .per.iods have elapsed from
the order' of the Conservation Commission or from a final ,order by ,., .
the Department, of Environmental Quality. Engineering.
7. No work .shali be undertaken ,until the final Order, with respect to
the proposed project, has been recorded in the Registry of. Deeds
for the district. in which the land is located within the chain of
title of the affected property. Copy to. be furnished -to issuer of
this Order showing book and page prior to commencement of work.
8. 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. :
p
9.. A sign shall be displayed at the site not less than two square feet
or more than three square feet bearing the words, "Massachusetts
Department of Environmental Quality Engineering Number 64-32
10. Where the Department of Environmental Quality Engineering is
requested to make a determination and to issue a superseding order, ' {
the Conservation Commission shall be a party to all agency pro-
ceedings and hearings before the Department.
11. The work shall conform to the following described, plans and :
°. additional conditions.
See "Attachment for Section 11 of the Order of Conditions on the Development a`#
of Pickman Park in Salem, Massachusetts for Salem Acres, Inc. of 71 Hancock
St. , Everett, Massachusetts, DEQE File No. 64-32". ,
ti (I
L.
I ,
i.
11, -27
8K6523 PG378
,MIDITIONS CC 1T7,TJF PAGE 3 FILE NO. 64-32
1
The applicant, �anp person aggrieved by this order, any owner of
,-. land abutting the. land upon which the proposed work is to be done;, or *. t
' any ten residents of the -city or town in which such, 'Iand is located,- V
are hereby notified of -their right to appeal this order to the Depart- °.
ment of Environmentai .ouality Engineering provided the 'request -is lWe- in a
writing and by certified mail "to the Department within ten (10) days from the issuance .
G' of this order. '
ISSUID BY Salem Cons bu'ervat� Commission
CoptPmhor 26 197R i''
Date of Issuance
On this day of 19 7F before me �..
personally appeared
to me known to be the
person described in and who executed the foregoing instrument and acknow-
ledged that he executed; the same as his free..act and deed.
My Commission expires
f '
f ,
BK6523 PG379
Attachment for Section 11 of the Order of Conditions on the Development of Pickman
J Park in Salem, Massachusetts for Salem Acres, Inc. of 71 Hancock St. , Everett,,
Massachusetts, DEQE. File' No. 64-32
11. The Salem Conservation Commission has determined that the Wetlands Pro-
tection Act is :applicable to the work proposed by Salem Acres, Inc. 'for
the proposed development known as Pickman Park. in Salem, Massachusetts.'',
The following orders are issued to protect the public interest by con-
trolling the direct effects of construction and alteration by sedimenta- }
r
tion from land erosion on wetlands important to the South River Flood
Control Area and on other wetland areas on and contiguous to the devel-
opment.
General Orders
11-1. .All work shall be done in accordance, with the plans and documents accompanying ;
the Notice of Intent prepared by Carter and Towers Engineering Corporation ,
of 6 Fairview Avenue, Swampscott, Massachusetts, except as modified by these
Order of Conditions. '
X s'
11-2. All erosion control and sedimentation control plans shall be, developed .in
accordance with Guidelines for Soil and Water Conservation ip Urbanizing f;
Areas of Massachusetts, USDA Soil Conservation, Amherst, Massachusetts, i":
April 1975.
11-3. A detailed plan and specification shall be prepared 'for erosion control'
and sedimentation control for each phase of the development in accordance "` .
with this Order of Conditions shall contain detailed procedures for im- R ,
plementation of the plan. A copy of the plan, specification and all
necessary calculations shall be submitted to the Salem Conservation Com-
mission .for 'approval at least six weeks prior to the start of work in each
phase. A.copy of the approved plan and specification shall be kept;on site ,
at all times`and, shall be used in the implementation of erosion control and "
sedimentation control plan for each phase of the development. The imple-
mentation of the plans during construction shall be subject to inspection
by the Salem Conservation Commission.
11-4. As work progresses in any area erosion and sedimentation shall be controlled
by only disturbing areas required for grading and construction, by the use of
straw bale check dams and bench terraces on the slopes of disturbed areas .
by filter 'strips ,and by stabilizing disturbed areas as the work progresses. "+{^
Areas shall he permently stabilized as follows:
(i) if, the season, is suitable for growing at least 6 inches' of topsoil
shall be, placed and treated after the surface has been scari'fied: and
the topsoil shall be seeded without undue delay. The seeded surface
shall have mulch applied, and netting as required. yRk
(ii) :'If the 'season is unsuitable for growing, the surface shall have y `
mulch applied and netting as required. In the next growing season
, the surface ahall be scarified and, shall be treated as in (i) above.
q-u
BK6523 ,. PG380
-2-
(b) Every effort shall be made to phase the work in order to have developed
vegetation on:'disturbed areas at the onset of the winter season. :
(c) Runoff flow shall be diverted from unvegetated areas, and diverted to 4
installed 'st'dfm drains.or grade stabilizing structures as required. i x
(d) No soil slopes shall be greater than 2 horizontal to 1 vertical. 1
(e) All storm drain inlets shall be protected with gravel filters or straw
bale kheck dams. ,:
(f) All stockpiles of sand and soil, other than stone and rock, 'shall be
stored within bulkheads which are drained so as 'to minimize the removal f
of particles by runoff, or shall be stored and covered in a location
'where the topography and the use of straw bale check dams mininize the
removal of particles.' g'
(g) The binder course shall be installed on all roads or sections of road
within a reasonable time and without undue delay upon completion of
grading and initial compaction.
(h) No wetland areas shall be used as sedimentation ponds. All dredging a
shall be done behind straw bale check dams.
(i) . All straw bale check dams shall have the bales butted together and laid
�e
in a trench at least 6 inches deep with soil compacted at the base on
each face of the bales. Each bale shall be anchored by two stakes.
(j) The erosion control measures shall be inspected by the Applicant at
least three times each week and each day during periods of precipita-
tion or snow melt.
(k) Sediment removed from check dams or sedimentation ponds shall be ,removed' ! ' MA
and stockpiled as in (f) or used in suitable areas ,for grading. : rb°
(1) Displaced storage in the wetland between proposed Fillmore Road and
Jefferson Avenue shall be compensated for by dredging in areas approvedr
by the Salem Conservation Commission prior to any work in the wetland. A*
C
(m) Upon completion of work in wetland areas, the areas shall be cleaned and
restored without undue delay.
Specific Orders
11-5. The sewer pipe cradles shall be constructed in concrete.
11-6. Detailed construction drawings for the sanitary sewer crossing over a ,
the South River and the sewer and embankment in the wetland, the tem-
porary diversion system, the river channel and the Fillmore embankment.shall `
be submitted to the Salem Conservation Commission for approval at least
six (6) weeks ,prior to the start of work in the wetland between proposed
Fillmore Road and, Jefferson Avenue.
11-7. The order of construction shall be as follows:
(a) Sanitary sewer crossing and river channel. '
(b) Fillmore Road embankment. °
(c) Sanitary -sewer and embankment to Parallel Street. :
BK6523 PG381Ai
-3-
Dredging, for compensation storage shall be done prior to construction of
the sewer embankment and Fillmore Road embankment or it may be done to
compensate for storage as filling progresses. # ;
All work in the wetland shall be completed before any upland grading or
. construction is started. As
11-8. Construction of Sanitary Sewer Crossing and South River Diversion
The South River shall be temporarily diverted through a pipe for the °
construction of the sewer crossing and a permanent concrete river channel. a"
The diversion pipe shall contain the river from the exit of the existing '
culverts under the railroad embankment, across the location of the pro-
posed Fillmore Road embankment and shall discharge into the marsh downstreama a
of the end of the. concrete river channel. The pipe shall be of a size
sufficient to pass the 10 year flood without increasing the water elevation
on the west side of the railroad embankment. A straw bale check dam shall
be suitably installed prior to the installation of the diversion pipe. '
Upon diversion of the river the check dam shall be altered to prevent
siltation in the marsh due to construction of the sewer crossing and: the
river channel. All Water pumped from excavations shall be discharged' ,into
a suitable sedimentation pond formed by rock filled timber or concrete '
cribs or gabions. The soft organic soil shall be removed from the site S
of the structures after installation of the check dam. When 'work begins '
on the sewer crossing culverts and the river diversion it. shall continue
without interruption until complete. Upon completion, the wetland shall
be cleaned and the river shall be diverted to the concrete channel and then;
temporary diversion pipe shall be removed. Design of the sanitar ' sewer
crossing and South River diversion may be revised and detailed plans and
specifications shall be submitted to the Salem Conservation Commission`,
for approval at feast six (6) weeks prior to construction. `
(a) ' Sanitary Sewer Crossing kk+
The sewer culverts shall be constructed around the temporary diversion
pipe, or that section of the diversion pipe shall be designed. to be `
incorporated into the permanent culverts.
(b) .Permanent River Channel
A reinforced concrete river bed and retaining wall on the side of the
river adjacent to the proposed Fillmore Road embankment shall be `if
constructed on the line of the river diversion from the exits of ' the ', '
existing culverts, for a distance required for the river to clear ,the
toe of the embankment. The retaining wall shall be verticallto an f ,Aiz;'•
elevation of at least 15 feet mean low water and shall be designed to kf
withstand the' loads imposed by construction and use of the road. The
headwaal •for ':the 24 inch storm drain shall. be formed in the retaining
wall. ar
:r
l j
BK6523 PG382 #
—4— ras
11-9. Construction of' Proposed Fillmore Road Embankment'
Construction of the embankment shall commence only upon completion^ of the a ;
sewer crossing and the concrete river channel.' 'Prior to the ,start. of,
construction of the embankment a straw bale check dam shall be installed
at least six (6) feet from the toe of the slope to prevent siltation in z�
the marsh. The soft organic soil shall be removed from the site of the
embankment and placing and compacting the embankment shall continue with-
out interruption until at least the binder course is installed on the ;
road. As work progresses on the embankment all completed sections shall
have riprap placed on the slope.
11-10. Constiuction, of the Sewer and Sewer Embankment
Prior to the ,start' of construction of the sewer and embankment in 'the '
area between the proposed Fillmore Road and Parallel Street, a straw
bale check dam shall be installed at least six (6) feet from the toe, of
the embankment slope after which the soft organic soil shall be removed ~'
from the site',of 'the embankment. Water pumped from excavations shall be a .
discharged into a suitable sedimentation pond formed by rock filled timber t,
or concrete cribs or by gabions. When work starts it shall continue with- M
out interruption until completed. As work progresses completed sections
shall have erosion controlled in accordance with the General ,Orders Sec- M
tion 11-4(a) .
11-11. Construction of t ' Storm Drain Under Railroad Embankment (opposite rear
of Lot 70) . ,.
The storm drain shall be constructed through the railroad embankment with
a sedimentation pond constructed between the embankment and the road. t'
The pog4. 'shall be constructed prior to installation of upstream storm
•drains and shall intercept water which will drain to the wetland on the west "
of the' embankment' and it shall be kept in operation until all land which
drains, to it ,is permanently stabilized against erosion, at which time the
storm drain system shall be connected to the pipe under the embankment ,
and the sedimentation pond shall be removed and the area prepared and
seeded. :The storm drain outlet in the wetland on the west of the railroad
embankment shall', bave a stone apron installed to spread the discharge
to prevent scouring. `-
11-12. Construction of Proposed Drainage Ditch (rear of Lots 76 through 121 to
Forest River)
This ditch and headwalls shall be constructed 2 years in advance of h
disturbance of the land which will drain to it to allow time for seeding
and plant growth ;prior to its use. When construction of the ditch starts ;,
it shall continue without interruption until seeding is complete and shall .
be timed to permit seeding in the growing season. It shall be seeded with
suitable vegetation. A concrete or rock channel section shall be installed
in the ditch from the headwall to a point 15 feet from it at the rear of
lots 76 and 77. A concrete or rock channel section shall be installed in
the ditch for a length of, a ix (6) feet on each side of the headwall at
the rear of lot 123. A straw bale check dam shall be installed at the exit
of the ditch prior to the start of the ditch construction and shall remain
in place until vegetation is established. When the storm drains connecting w
to the ditch are being constructed straw bale check dams shall be installed
in the ditch downstream of each pipe exit.
-s- BKb5Z3 fG383
11-13. Construction of Pickman Road and Adjoining Drives and Avenues ,
(a) When construction of Pickman Road begins all work shall continue with-
out interruption until at least the binder course is installed and the
cuts and fills have been stabilized in accordance with General Order ;
11-4(a) ' .The road shall be laid out and its alignment shall be reviewed by
the Salem Conservation Commission prior to the start of construction.
Construction plans of the portion of the road traversing the l
conservation area shall be submitted to the Salem Conservation'
Commission for' approval at least six (6) weeks prior to the start of
construction.
s
(b) The line of Pickman Road shall be altered such that the north edge
of the right of way is at least 20 feet from the large maple tree on -fA
the south side of the pond. This tree shall be undisturbed .during
construction. During construction of the road and storm drains '`
and the growth of planted vegetation the pond and-land on the aouth
side of the road shall be protected by straw bale check dams. ,The
headwall shall not be constructed in the pond'but shall be built".
adjacent to the edge of the right of way at the end of a short
open channel. The invert elevation of the channel and pipe shall
be 42 feet, mean low water. No water shall be discharged into -the
pond during construction and the drainage system shall be constructed
such that the surface runoff does not enter the pond through the
storm drains from Pickman Road. The outlet of the storm drain on the
south side of the road shall have a stone apron installed to spread
the discharge to prevent scouring.
(c) During construction of the storm drain from Pickman Road between` the , ,
pond and Arnold Drive and growth of stabilizing vegetation the
surrounding land shall be protected by straw bale check dams. A .'stone ,'
apron shall, be installed at the outlet to spread the discharge ,to
prevent ,scourin _
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Mail To; Peter R. Beatrice, Jr., Esquire
6 Beacon St., Suite 800
Boston, Mass., 02108
Tel: 227-6060
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ANTHONY V. FLETCHER, R.P.E. RICHARD P. SWENSON, C.E.
CITY ENGINEER Assisian4 Engineer
December 7, 1978
Salem Planning Board
One Salem Green
Salem, MA. 01970
RE: Drainage - Pickman Park Subdivision
Ladies and Gentlemen:
All requirements of my letter dated 5 December 1978 to the Planning Board
have now been satisfied with the exception of drainage calculations.
We have requested additional plans from the Engineer due to an inconsis-
tency between the calculations received and sub-division plans previously sub-
mitted.
Very trul Vyours,
A. V. Fletcher, P.E.
City Engineer
Director of Public Services
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ANTHONY V. FLETCHER, R.P.E. RICHARD P. SWENSON, C.E.
CITY ENGINirR
Assisfa ni Engineer
September 5, 1978
Salem Conservation Commission
One Salem Green
Salem, MA. 01970
Mr. B. Northrup, Chairman
RE: Pickman Park
Dear Mr. Northrup:
The following changes or revisions are required for final engineering approval :
1. Guard rail or approved barrier at Fillmore Road embankment.
2. Rebuild M.H. at Jefferson Ave. interceptor to receive new sewerage line.
3. Submit drainage calculations and depict drainage areas.
4. Cradle(s) for sewerage line crossing at South River to be constructed of
concrete.
5. Side slopes noted as 2:1 are unacceptable.
Suggested, but not required, is that the drain swale along the railroad be
culvertized.
There are no other requirements of the engineering department outstanding.
Very truly yours,
A. V. Fletcher, PE
City Engineer
Director of Public Services
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cc: Planning Board/Dept.
Carter & Towers
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WILLIAy E. LUSTEROIVES�1LEM GNEEN
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Attorney Carolyn McAboy
Doonan and Graves
60 Washington Street ¢
Salem, MA 01970
Dear Attorney McAboy: a;
I am writing to you with regard to an Order of Conditions (64-32�Issµed ky thr'$al@
Conservation Commission for the Pickman Park Condotrulunm Projecttu
. ,
This project is being developed in three (3) phases Phases 1 and t7r hayg.been colnA�eted .
to the satisfaction of the Conservation Commission. Phase, 3 is currently
�lte ponj� ryctlon and
is in compliance with the Order of Conditions. h r
In addition, on May 15, 1986, the Salem Planning Board approve lnodsi�ci �iiiadyijon
plan for the Pickman Park development The work has been completed t l onlgrrjtance`lvkth{tjte
approved plan. b ,
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If you have a4?Y filrtper y}eStl9 are, s i
hesitate to contact me at (50$) 715�954; t11 ° al l [[� l` F' Gi�.
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February 17, 1989
Mr. Edward Flaherty, Esq.
Doonan and Flaherty
60 Washington Street
Salem, MA 01970
Dear Mr. Flaherty:
I am writing to you with regard to an Order of Conditions (64-32)
issued by the Salem Conservation Commission for the Pickman Park
Condominium Project .
As you know, this project is being developed in three (3) phases.
Phases 1 and 2 have been completed to the satisfaction of the Conservation
Commission. Phase 3 is currently under construction and is in compliance
with the Order of Conditions.
If you have any further questions , please do not hesitate to contact me
at (508) 745-9595, ext. 301.
Sincerely,C -fin
C owe(./`/ .
Kathleen Winn
Conservation Administrator
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Conservation Commission
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September 28, 1984
Attorney Peter Beatrice
Suite 400
44 School Street
Boston, MA. 02108
RE: Pickman Park/Salem Acres Inc. Order of Conditions
Dear Mr. Beatrice:
Enclosed is the Extension Permit for the Order of Conditions on Pickman
Park as requested. The Order of Conditions has been extended for six months
only as part of a recently-instituted policy for the Conservation Commission.
This allows the Commission to be kept apprised of the progress on proposals
under construction.
�< The Commission wishes particularly to call your attention to condition.
11-3 of the original Order. Since your client's excavation work on Marion
Road is now encroaching upon the 100' buffer area of the designated wetland
adjacent to the Boston and Maine railroad, we expect this report to be forth-
coming. We further require that no further alteration of any kind be conducted
in that wetland or any other prior to the submission and approval of that
report by the Conservation Commission. -
Please feel free to contact Charles Frederiksen at 744-4580 if you wish
--o' dicuss this mhtter further.
Sincerely yours,
Philip D. Moran
Chairman
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SALEM PLANNING DEPT.
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Mr. Charles Frederickson
Planning Board Aide. December 15, 1983
Salem Planning Board
1 Salem Green
Salem, Ma. 01970
Dear Mr. Frederickson :
Enclosed .please find a copy of the orignal order of conditions for the
Pickman Park Subdivision.
Also enclosed , one year extension permits.
If you need any further information, do not hesitate to call me.
Very truly yours ,
Peter R. ce,
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Salem. ilassachusetts 01970
DEQE File 64-32
Date: 7/5/78
PROPOSED PROJECT SUM1%1ARY
Applicant : Atty. Peter Beatrice for Salem Acres, Inc.
Address: 44 School Street, Boston"
Phone : 227-6700
Location of Property: Jefferson ave. , B & M Railroad Line, Forest River
Project Description: 304 Condominium Units-Duplex & Quadraplex
I. Type of Action:
_ Determination of Applicability _ Modification of Order
Notice of Intent XX Extension of Order
Abbreviated Notice of Intent Certificate of Compliance
II. Interest(s) in the Wetlands Protection Act, M.G.L. c. 131, s. 40 affected:
Public or private water supply
XX Ground water supply
XX Storm damage prevention
XX Prevention of pollution
Protection of land containing shellfish
Protection of fisheries
III. Resource areas subject to protection:
XX Bank Ocean
XX Fresh water wetland — Estuary
_ Coastal wetland Creek
Beach
XX River
—
bordering on: XX Stream
Dune —
XX Pond
_ Flat —
XX Marsh — Lake
XX Swamp
XX Land under any of the water bodies listed above
Land subject to tidal action
Land subject to coastal storm flowage
XX Land subject to flooding
IV. Comments:
This project was originally approved in 1978 and has been extended each
year since that time. Construction has begun .in the last 6 months. Since
this project is so large and since it falls under the old regulations, I
recommend that the proponent be given extensions at 6 months intervals until
completion. The Planning Department by using the Clerk of the Works and the
Conservation Aide can closely monitor the construction and provide the
Commission with biannual report. If the proponent does not follow the
restrictions imposed on the development, then the Commission could refuse to
extend his Order 6 months from now, forcing him to comply with the new
regulations under a new Order of Conditions. (conditions attached)
V. Proposed conditions:
6 month extensions only.
Conservation Aide
September 25, 1984 Date
J EtE2 '::R. BEAt2LCE1 a2.
d{ttomay and eouns tos at Lnw
'Suite 400
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Boston, AassacAusctts, 02109 gel. (617) 227-6o6o
September 7, 1984 -
Conservation Commission
One Salem Green
Salem, MA 01970
RE: Order of Conditions
Pickman Park
Salem, MA
Salem Acres, Inc.
File No. 64-32
Gentlemen :
On behalf of Salem Acres, Inc. , I respectfully request an extension
to the Order of Conditions relative to the above entitled matter.
Kindly inform me as to when the extension may be granted.
Thank you . Enclosed please find a copy of the Extension Permit.
Very .truly yours,
Peter Beatrice, J
PRB/jae
Enclosure
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r.tachment for Section 11 of the Order of Conditions on the Development of Pickman
/ Park in Salem, Massachusetts for Salem Acres, Inc. of 71 Hancock St. , Everett,
w lassachusetts, DEOE File No. 64-32
11. 'The -Salem Conservation Commission has determined that the Wetlands Pro-
tection Act is applicable to the work proposed by Salem Acres; Inc. for
the proposed development kno.✓n as Pickman Park in Salem, Massachusetts.
The following orders are issued to protect the public interest by con-
trolling the direct effects of construction and alteration by sedimenta-
tion from land erosion on wetlands important to the South River Flood
Control Area and on other wetland areas on and contiguous to the devel-
opment.
General Orders
3-1-1. All work shall be done in accordance with the plans and documents accompanying
the Notice of intent prepared by Carter and Towers Engineering Corporation
of 6 Fairview.Avenue, Swampscott, Massachusetts, except as modified by these
Order of Conditions.
11-2. All erosion control and sedimentation control plans shall be developed in
accordance with Guidelines for Soil and [dater Conservation in Urbanizing
Areas of Massachusetts, USDA Soil Conservation, Amherst, Massachusetts,
April 1975.
1-3 A detailed plan and specification shall be prepared for erosion control
and sedimentation control for each phase of the development in accordance
_ with this Order of Conditions shall contain detailed procedures for im-
plementation of the plan. A copy of the plan, specification and all
necessary calculations shall be submitted to the Salem Conservation Com-
mission for approval at least six weeks prior to the start of work in each
phase. A copy of the approved plan and specification shall be kept on site
at all times and shall be used in the implementation of erosion control and
sedimentation control plan for each phase of the development. The imple-
mentation of the plans during construction shall be subject to inspection
by the Salem Conservation Commission.
11-4. As work progresses in any area erosion and sedimentation shall be controlled
by only disturbing areas required for grading and construction, by the use of
straw bale check dams and bench terraces on the slopes of disturbed areas
by filter strips and by stabilizing disturbed areas as the work progresses.
Areas shall be permently stabilized as follows:
(i) if the season is suitable for growing at least 6 inches of topsoil
shall be placed and treated after the surface has been scarified and
the topsoil shall be seeded without undue delay. The seeded surface
shall have mulch applied, and netting as required.
(ii) If the season is unsuitable for growing, the surface shall have
mulch applied and netting as required. In the next growing season
the surface shall be scarified and shall be treated as in (i) above.
-2
S
(b) Every effort shall be made to phase the work in order to have developed
vegetation on disturbed areas at the onset of the winter season. �.
i,
(c) Runoff flow shall be diverted from unvegetated areas, and diverted to
installed storm drains or grade stabilizing structures as required.
I
(d) 1vo soil slopes shall be greater than 2 horizontal to 1 vertical.
is
is
(e) All storm drain inlets shall be protected with gravel filters or straw
bale check dams.
i
(f) All stockpiles of sand and soil, other than stone and rock, shall be
stored within bulkheads which are drained so as to minimize the removal
of particles by runoff, or shall be stored and covered in a location
where the topography and the use of straw bale check dams mininize the
removal of particles.
(g) The binder course shall be installed on all roads or sections of road
within a reasonable time and without undue delay upon completion of
grading and initial compaction.
(h) No wetland areas shall be used as sedimentation ponds. All dredging
shall be done behind straw bale check dams.
(i) All straw bale check dams shall have the bales butted together and laid
in a trench at least 6 inches deep with soil compacted at the base on
each face of the bales. Each bale shall be anchored by two stakes.
(j) The erosion control measures shall be inspected by the Applicant at
least three times each week and each day during periods of precipita-
tion or snow melt.
(k) Sediment removed from check dams or sedimentation ponds shall be removed
and stockpiled as in (f) or used in suitable areas for grading.
(1) Displaced storage in the wetland between proposed Fillmore Road and
Jefferson Avenue shall be compensated for by dredging in areas approved
by the Salem Conservation Commission prior to any work in the wetland.
(m) Upon completion of work in wetland areas, the areas shall be cleaned and
restored without undue delay.
Specific Orders
11-5. The sewer pipe cradles shall be constructed in concrete.
11-6. Detailed construction drawings for the sanitary sewer crossing over
the South River and the sewer and embankment in the wetland, the tem-
porary diversion system, the river channel and the Fillmore embankment shall
be submitted to the Salem Conservation Commission for approval at least
sip: (6) weeks prior to the start of work in the wetland between proposed
Fillmore Road and Jefferson Avenue.
11-7. The order of construction shall be as follows:
(a) Sanitary sewer crossing and river channel.
'Y
-3-
Dredging for compensation storage shall be done prior to construction of
the sewer embankment and Fillmore Road embankment or it may be done to
compensate for storage as filling progresses.
All work in the wetland shall be completed before any upland grading or
construction is started.
11-5. Construction of Sanitary Sewer Crossing and South River Diversion
The South River shall be temporarily diverted through a pipe for the
construction of the sewer crossing and a permanent concrete river channel.
The diversion pipe shall contain the river from the exit of the existing
culverts under the railroad embankment, across the location of the pro-
posed Fillmore Road embankment and shall discharge into the marsh dcwnstrea«
of the end of the concrete river channel. The pipe shall be of a size
sufficient to pass the 10 year flood without increasing the water elevation
on the west side of the railroad embankment. A straw bale check dam shall
be suitably installed prior to the installation of the diversion pipe.
Upon diversion of the river the check dam shall be altered to prevent
siltation in the marsh due to construction of the sewer crossing and the
river channel. All water pumped from excavations shall be discharged into
a suitable sedimentation pond formed by rock filled timber or concrete
cribs or gabions. The soft organic soil shall be removed from the site
of the structures after installation of the check dam. When work begins
on the sewer crossing culverts and the river diversion it shall continue
without interruption until complete. Upon completion, the wetland shall
be cleaned and the river shall be diverted to the concrete channel and the
temporary diversion pipe shall be removed. Design of the sanitary sewer
crossing and South River diversion may be revised and detailed plans and
specifications shall be submitted to the Salem Conservation Commission
for approval at least six (6) weeks prior to construction.
(a) Sanitary Sewer Crossing
The sewer culverts shall be constructed around the temporary diversion
pipe, or that section of the diversion pipe shall be designed to be
incorporated into the permanent culverts.
(b) Permanent River Channel
A reinforced concrete river bed and retaining wall on the side of the
river adjacent to the proposed Fillmore Road embankment shall be
constructed on the line of the river diversion from the exits of the
existing culverts, for a distance required for the river to clear the
toe of the embankment. The retaining wall shall be vertical to an
elevation of at least 15 feet mean low water and shall be designed to
withstand the loads imposed by construction and use of the road. The
headwall for the 24 inch storm drain shall be formed in the retaining
wall.
S
-4-
( 11-9. Construction of Proposed Fillmore Road Embankment
Construction of the embankment shall commence only upon completion of the
sewer crossing and the concrete river channel. Prior to the start of
construction of the embankment a straw bale check dam shall be installed
at least six (6) feet from the toe of the slope to prevent siltation in
the marsh. The soft organic soil shall be -removed from the site of the
embankment and placing and compacting the embankment shall continue with-
out interruption until at least the binder course is installed on the
road. As work progresses on the embankment all completed sections shall
have riprap placed on the slope.
11-10. Construction of the Sewer and Sewer Embankment
Prior to the start of construction of the sewer and embankment in the
area between the proposed Fillmore Road and Parallel Street, a straw
bale check dam shall be installed at least six (6) feet from the toe of
the embankment slope after which the soft organic soil shall be removed
from the site of the embankment. [pater pumped from excavations shall be
discharged into a suitable sedimentation pond formed by rock filled timber
or concrete cribs or by gabions. [then work starts it shall continue v ith-
out interruption until completed. As work progresses completed sections
shall have erosion controlled in accordance with the General Orders Sec-
tion 11-4(a) .
11-11. Construction of the Storm Drain Under Railroad Embankment (opposite rear
of Lot 70)
The storm drain shall be constructed through the railroad embankment with
a sedimentation pond constructed between the embankment and the road.
The pond shall be constructed prior to installation of upstream storm
drains and shall intercept water which will drain to the wetland on the west
of the embankment and it shall be kept in operation until all land which
drains to it is permanently stabilized against erosion, at which time the
storm drain system shall be connected to the pipe under the embankment
and the sedimentation pond shall be removed and the area prepared and
seeded. The storm drain outlet in the wetland on the west of the railroad
embankment shall have a stone apron installed to spread the discharge
to prevent scouring.
11-12. Construction of Proposed Drainage Ditch (rear of Lots 76 through 121 to
Forest River)
This ditch and headwalls shall be constructed 2 years in advance of
disturbance of the land which will drain to it to allow time for seeding
and plant growth prior to its use. When construction of the ditch starts
it shall continue without interruption until seeding is complete and shall
be timed to permit seeding in the growing season. It shall be seeded with
suitable vegetation. A concrete or rock channel section shall be installed
in the ditch from the headwall to a point 15 feet from it at the rear of
lots 76 and 77. A concrete or rock channel section shall be installed in
the ditch for a length of six (6) feet on each side of the headwall at
the rear of lot 123. A straw bale check dam shall be installed at the exit
of the ditch prior to the start of the ditch construction and shall remain
in place until vegetation is established. when the storm drains connecting
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5 �ti i
-5-
Construction of Pickman Road and Adjoining Drives and Avenues
( (a) When construction of Pickman Road begins all work shall continue with-
out interruption until at least the binder course is installed and the
cuts and fills have been stabilized in accordance with General Order
11-4(a) .
The road shall be laid out and its alignment shall be reviewed by
the Salem Conservation Commission prior to the -start of construction.
Construction plans of the portion of the road traversing the
conservation area shall be sub.^..itted to the Salem Conservation
Commission for approval at least six (6) weeks prior to the start of
construction.
(b) The line of Pickman Road shall be altered such that the north edge
of the right of stay is at least 20 feet from the. large maple tree on
the south side of the pond. This tree shall be undisturbed during
construction. During construction of the road and storm drains
and the growth of planted vegetation the pond and land on the south
side of the road shall be protected by straw bale check dams. The
headwall shall not be constructed in the pond but shall be built
adjacent to the edge of the right of way at the end of a short
open channel. The invert elevation of the channel and pipe shall
be 42 feet, mean low water. Yo water shall be discharged into the t;
pond during construction and the drainage system shall be constructed
such that the surface runoff does not enter the pond through the
storm drains from Pickman Road. The outlet of the storm drain on the
_ south side of the road shall have a stone apron installed to spread
the discharge to prevent scouring.
(c) During construction of the storm drain from Pickman Road between the
pond and Arnold Drive and growth of stabilizing vegetation the
surrounding land shall be protected by straw bale check dams. A stone
apron shall be installed at the outlet to spread the discharge to
prevent scouring.
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Dpparlmenf of Pubkc Narks
@nr Salem (Srr?n
ANTHONY V. FLETCHER. R.P.E. WILLIAM F. HAIGHT. JR'.
D:RECTOR C= PJ3LIC SERVICES ASSISTANT DIRECTOR OF PUBLIC SERVICES
CIT1 ENGINEER
January 26, 1984
TO: SALEM PLANNING BOARD
SALEM CONSERVATION CO`uIISSION
SALEM HEALTH DEP4RTY.'NT
FROM: A. V. FLETCHER
DIRECTOR OF PUBLIC SERVICES
SUBJECT: SALEM ACRES, INC. -
I am advised that there has been criticism of my terse approval of the recent
Salem .Acres request. Please be advised that this department, and me personally, spent
many, many hours in consultation with the Conservation Commission, the Planning Board,
the developers, the developer's Engineers, and the Courts of Massachusetts in estab-
lishing all the conditions the developers are required to meet in order to satisfy
the requests and demands of City Boards and most citizens. All this took place in
1977.
I stated then, and I repeat now; complete drainage has been provided (something
the adjoining neighborhood does not have) , a well designed water system (which, unlike
the adjacent neighborhood, is properly looped) , has been furnished, and an excellent
sewerage system has been designed. All of these were approved in 1977 . In the area
of sewers, a significant improvement has occurred in the City system in that Phase I
provided new trunk lines to service the possibility of growth in this area.
NO City services are required for this project, in that all water, sewer, drain
and street systems are private, not public.
In accordance with 1976-77 hearings and my statements at that time, this project
still meets all the requirements of the department in respect to design of water,
sewer, streets and drains.
ANTHO%Y V. FLETC1R, P_F_
.`1pV fp��r
�2 Con-s ervation Commission
\\ ti r, Salem, tllassachusetts 01970
October 3, 1984
Attorney Peter Beatrice
Suite 500.
44 School Street
Boston, MA. 02108
Bear Peter:
Pursuant to our telephone conversation yesterday, I realize that work
on the Pickman Park project has not encroached on any wetlands; however, they
have come within the buffer zone on Marion Road as shown on the plans.
The purpose of my previous letter was simply to remind you early of
condition 11-3 of the original Order of Conditions so that you can prepare
to submit the report as required.
I have scheduled you on the agenda for the October 11, 1984, meeting
of the Commission so you can bring the Commission up to date on the project.
If I can be of any assistance to you prior to that time, please do not
hesitate to call.
Sincerely yours,
Charles Frederiksen
Conservation Aide
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T f�i
z Conservation Commission
Salt-m. iINlassuchuscus 01970
F
IJ.V-Assf.���.
July 21 . 1988
Mr. Scott Sinrich
Talimo, Phillips , Silver and Talman
Suite 900
340 Main Street
Worcester. MA 01608
Dear Mr. Sinrich:
I am writing to you with regard to an Order of Conditionsfi(64=32-)y
issued by the Salem Conservation Commission for the Pickman Park
Condominium Project .
As you know, this project is being developed in three (3) phases.
Phases I and 2 have been completed to the satisfaction of the Conservation
Commission. Phase 3 is currently under construction and is in compliance
with the Order of Conditions.
if you have any further questions , please do not hesitate to contact me
at "508) 745--9595, ext . 311 .
Sincerely,
Beth Debski
Conservation Administrator
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Conservati®n Commission
r. Salem. :Massachusetts 01070
June 13 , 1988
Mr. Frank Frisoli
801 Cambridge Street
Cambridge, Ma 02141
Dear Mr. Frisoli:
I am writing to you with regard to ari Order_ of 6nditions. (64-32)
issued by the Salem Conservation Commission for the Pickman Park
Condominium Project .
As you know, this project is being developed in three (3) phases.
Phases I and 2 have been completed to the satisfaction of the Conservation
Commission. Phase 3 is currently under construction and is in compliance
with the Order of Conditions.
If you have any further questions, please do not hesitate to contact me
at 745-9595, ext. 311 .
Sincerely,
Beth Debski
Conservation Administrator
J2020