SALEM ACRES-PICKMAN PARK
Ttva.\,A
RECEIVED
j8L 3 1978
CITY OF SALEM
HEALTH DEPARTMENT.
REQUEST FOR REVIEW COK�IENTS
SPECIAL PERMIT
DATE:
TO: ( �) Building Inspector ( ) Conservation Commission
( ) City Engineer ( ) Other:
(•= ) Board of Health
Attached please find the application referenced below. The Planning Board
requests that you review this application relative to Section VIZ of the
Zoning Ordinance. We would appreciate your completing the form below and
returning it to us. Notice of the public hearing for this application will
be forwarded to you.
( WETLANDS & FLOOD HAZARD DISTRICTS
( CLUSTER DEVELOPMENT
( /�) PLANNED UNIT DEVELO,7P14ENT
APPLICANT:
PROJECT NAME & ADRESS:
CONTACT PERSONS AND PHONE: C4V-a- Tok/64 ' ii��T.eGil/Jti[lfyEGSGJ
Applicant: 6f/22 A2S /Kir- City: c�
CONDIENTS DUE BY:
(Failure to comment within 35 days shall be deemed lack of opposition.)
( ) Concur with proposal (Explain on reverse side)
Need more information (Explain on reverse side)
( ) Cannot concur with proposal (Explain on reverse side)
( ) Comments included .
EVIE?,TEA'S SIGNATURE L —f, TITLE r' DATE
July 13, 1978
PLEASE NOTE:
On maps where indicated, sewer flow is tied in with line on
Parallel Street. Is this line adequate enough to take the
additional flow?
Robert E. Blenkhorn
Health Agent
Salem Health Dept.
CITY OF SALEM, MASSACHUSETTS
APPLICATION
SPECIAL PERMIT
.SUN t� � � p►A,'18
WETLANDS AND FLOOD HAZARD DISTRICTS
CIfiy CI.EFI"S OFFICE
SALEM, MASS.
Applicant: SCaLEm Caen c� 1►te
11
Address: City Clerk Stamp
••11 1-�'Q NCGGK SY �y4 vE-YY� `fY\�SS
Telephone: RECEIV E.0
Owner: ��a„ F JUN 28119 8 "
Address SALEM PLANNING DEPT.
Location of Property: JEFF£RSOU Qv� ��c c w, w �o�a - Yho z c J Qou�
Project Description: CQU"t2ucT100 or 304- QQ%r L\o Js\vv -vEUE �c�Pm6V(
I. It has been determined by the Building Inspector that the above property
lies in the following area(s):
A. Wetlands District
Wetlands ( ✓ ) Buffer Zone (✓ )
B. Flood Hazard District
Zone A ( ) Zone A3 ( ) Zone V3 ( )
II. Information required includes this application and the following additional
information (file one copy of everything with the City Clerk and five
copies with the Planning Board; all copies must be stamped by the City Clerk):
8
A. A site plan at a scale of 1" equals 20' prepared by a registered
land surveyor or registered professional engineer and showing at
least the following:
1. Lot lines within which the development is proposed and the tie-
in to the nearest road intersection;
2. The location, boundaries, and dimensions of each lot in question;
3. Two -foot contours of the existing and proposed land surface;
4. Location of existing and proposed structures, water -courses,
drainage and drainage easements, means of access, utilities,
and sewer disposal facilities including leaching fields, if
any. Proposed elevations should be noted.
5. Boundaries of all districts, areas and zones as noted in
Section I.
B. In the Wetlands District, a determination by a qualified engineer
of the seasonal high water table, performed during the last two
weeks of March or the first three weeks of April. A minimum of
two percolation tests for each leaching area shall be performed.
C. In cases of flood -proofing or pile construction, certification
by a registered professional engineer or architect as to the
elevation of flood -proofing measures and as to compliance with the
applicable sections of the Massachusetts State Building Code
concerned with flood depths, pressures, velocities, impact and
uplift forces, and other factors associated with the base "flood.
Where specific methods or techniques have been previously certi-
fied, the Planning Board may waive this requirement.
D. A list of Federal, State, and other local permits required by the
applicant.
e
E. Descriptions relative to all conditions applicable in Section III
below.
III. Conditions (Complete those sections indicated (x) by the Building Inspector)
In the Wetlands and Flood Hazard Districts no structure or building,
including pipes and wells, shall be erected, constructed, substantially
improved, enlarged, or otherwise created or moved; no area shall be
paved; no earth or other material shall be stored, dumped, used as
fill, excavated, or transferred; and no sediment shall be caused to
be discharged from or onto a wetland, unless all the following condi-
tions are found to exist as part of the granting.of a Special Permit by
the Planning Board (Use additional pages if necessary):
A. All Districts:
(X) 1. The proposed use will comply in all respects to the uses and
provisions of the underlying District in which the land is
located. Yes No
(X) 2. There is adequate convenience and safety of vehicular and pedes-
trian movement within the site, and in relation to adjacent
streets and property, particularly in the event of flooding
of the lot(s) or adjacent lot(s) caused by"either overspill
from water bodies or high runoff.
1?_c�ap �nl �n�z-c�cJL�rc�
r
-3-
3. Utilities, including gas, electrictity, fuel, water, and
sewage disposal, shall be located and constructed so as to
protect against breaking, leaking, shortcircuiting, grounding
or igniting or any other damage due to flooding. (Provide
details)
VT%LItN( 1 iN NC'Q_O C) WN -To SQxEm
(X) 4. The cumulative effect of the proposed development or use,.when
combined with all other existing and anticipated development
and uses will not obstruct or divert flood flow; substantially
reduce.natural flood -water storage capacity in the local
drainage area; destroy valuable habitat for wildlife including
fisheries or shellfisheries; adversely affect groundwater
resources or increase storm water run-off velocity so that
water levels on other land are substantially raised or the
danger from flooding increased.
-DR���.1oGs c�acc��faTio+JS ..
B. Wetlands District:
( ) 1. ,The proposed development or use shall not include the storage
of salt, chemicals, petroleum products or other contaminating
substances or discharge of any polluting liquids or materials
into streams, brooks or wetlands. (The polluting effects of
substances on the Wetlands are to be gauged by the "Rules and
Regulations for the Establishment of Minimum Water Quality,
Standards and for the Protection of the Quality and Value of
[dater Resources" of the Commonwealth of Massachusetts.)
COwIA\r10ti1 w1LL vnF'� — _u -r VYF OF
_4-
( ) 2. The floor level of areas to be occupied by human beings as
living or work space shall be four (4) feet or more above
the'seasonal high water table.
COQO%Tlo+j WILL P,E rrn6Y Nt3 SL'F,%y\REQ .ia26 �S
( ) 3. If the basement floor level is below the seasonal high water
table and affords the possibility of human occupancy at some
future date, although not originally intended, adequate
perimeter drainage and foundation shall be installed to with-
stand the effect of pressure and seepage. Furnace and utilities
are to be protected from the effects of leaching. (Provide details)
Applies CW Does not Apply ('y )
( ) 4. If the lot is to be served by an on lot septic system, the
leaching area designed for use, as well as a reserved area
for future expansion or total future use, shall be plotted with
dimensions on the site plan, and the leaching areas shall not
be constructed where the seasonal high water table is less
than 4 feet below the bottom of the leaching areas.
Applies ( ) See site plan
Does not apply (')4)
C. Flood Hazard District (all zones):
( ) 1. The floor of the basement, or if none, the lowest floor of
new construction or substantial improvement of structures for
residential uses shall be at or above the 100 year flood level,
e
( ) 2. The floor of the basement, or if none, the lowest floor of
new construction or substantial improvement of structures for non-
residential uses shall be at or above the 100 year flood level
or the structures shall be flood -proofed to that level in
compliance with the applicable requirements of the Massachusetts
State Building Code. Flood -proofing measures shall insure
that the structure is watertight and that structural components
have the capability of resisting hydrostatic and hydrodynamic
loads and the effects of bouyancy.
f �ITTr, (' Yy.lf
-5-
D. Flood Hazard District, Coastal High Hazard Area (Zone V3)•
( ) 1. New structures or substantial improvements shall be located
landward of the reach of Mean High Tide.
( ) 2. New structures or substantial improvements shall be elevated
on adequately anchored pilings or columns, and.securely
anchored to such pilings or columns so that the lowest
portion of the structural members of the lowest floor (ex-
cluding the pilings or columns) is elevated to or above the 100
year flood level. Space below the lowest floor shall be free
of fixed obstruction. (Provide details)
( ) 3. The support of new structures or substantial improvements shall
not be, in whole or in part, by the use of fill. (Provide details)
IV. Procedure
The Planning Board shall, within 7 days after the filing of this
application, transmit one copy of said application, plans and all other
submitted information to the Inspector of Buildings, City Engineer, Board
of Health and Conservation Commission who may,•at their discretion,
investigate the application and report in writing their recommendation
to the Planning Board. The Planning Board shall not take final action
on such application until it has received a report thereon from the
Inspector of Buildings, City Engineer, Board of Health and Conservation
Commission or until thirty-five (35) days have elapsed after dis-
tribution of such application without a submission of a report. The
Planning Board Shall hold a Public Hearing on said application as soon
as possible after receiving the above reports, in accordance with
Chapter 40A of the Massachusetts General Laws. The Planning Board
shall notify the applicant in writing of its decision on the special
permit. The decision shall document the proposed development or use
and the grounds for granting or refusing the special permit. The
Planning Board may, as a condition of approval, require that the appli-
cant give effective notice to prospective purchasers, by signs or
by recording the special permit at the Registry of Deeds, of the wet-
land or flood hazard conditions associated with said premises ac44 the
steps undertaken by the petitioner or his successor in title to
alleviate the effects of same.
Signed
Title
Date
APPENDIX B
SUMMARY OF SWAMP STORAGE CHARACTERISTICS
s
PICKMAN PARK - SALEM, MASSACHUSETTS
The storage characteristics of the swamp on Parcel 1 and 2 on
Fillmore Road have been reviewed to ascertain that no considerable
decrease in runoff storage characteristics will occur as a result
of the proposed regrading of these parcels. The basic storage
requirement as set forth in the 1968 Camp Dresser McKee Report is
8.3 acre feet.
A field`review of the area under investigation produced the
following data:
1. the average invert elevation of the three culverts
under Jefferso.. avenue is 9.3, not 11.3 as indicated
in the CDM report. Also, these culverts are 48 inches
in diameter rather than 54 inches.
2. The free water profile during normal dry weather con-
ditions is as shown in Figure 1. It is assumed that
backwater curves during high flow conditions will
follow a similar gradient.
The following conclusions have been drawn:
1. The three culverts under Jefferson Avenue are
adequate in size for the proposed development
of Pickman Park, since the major runoff con-
tribution is controlled by the culvert under
the Boston and Maine Railroad.
2. The storage characteristics of Parcel 1 and 2
will be as indicated on Figure 2. This rating
curve.is based on the grading proposed for the
site, rather than that which exists today.
No effective storage will occur directly in
the proposed pond under flood conditions. The
grading of Parcel 1 has been proposed such that
temporary flooding can occur and then recede
after the end of the storm.
i
4m
APPENDIX B
SUMMARY OF SWAMP STORAGE CHARACTERISTICS
s
PICKMAN PARK - SALEM, MASSACHUSETTS
The storage characteristics of the swamp on Parcel 1 and 2 on
Fillmore Road have been reviewed to ascertain that no considerable
decrease in runoff storage characteristics will occur as a result
of the proposed regrading of these parcels. The basic storage
requirement as set forth in the 1968 Camp Dresser McKee Report is
8.3 acre feet.
A field`review of the area under investigation produced the
following data:
1. the average invert elevation of the three culverts
under Jefferso.. avenue is 9.3, not 11.3 as indicated
in the CDM report. Also, these culverts are 48 inches
in diameter rather than 54 inches.
2. The free water profile during normal dry weather con-
ditions is as shown in Figure 1. It is assumed that
backwater curves during high flow conditions will
follow a similar gradient.
The following conclusions have been drawn:
1. The three culverts under Jefferson Avenue are
adequate in size for the proposed development
of Pickman Park, since the major runoff con-
tribution is controlled by the culvert under
the Boston and Maine Railroad.
2. The storage characteristics of Parcel 1 and 2
will be as indicated on Figure 2. This rating
curve.is based on the grading proposed for the
site, rather than that which exists today.
No effective storage will occur directly in
the proposed pond under flood conditions. The
grading of Parcel 1 has been proposed such that
temporary flooding can occur and then recede
after the end of the storm.
i
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RECEIVED;
JUL 3 1978
CITY .OF SALEM,
HEALTH"D£PA,RTMENT
APPENDIX A
RUNOFF COMPUTATIONS
PICKMAN PARK
SALEM, MASSACHUSETTS
CARTER & TOWERS ENGINEERING CORP.
yiuR 7�oeezeeLa�zd�z`�za"!°
dosed D Caner
Praress,o-a Engineer
Reg,sre'ec -and Surveyor
City of Salem, Planning Board
1 Salem Green
Salem, Massachusetts 01970
Gentlemen:
6 FAIRVIEW AVENUE
SWAMPSCOTT MASS 01907
Tel 592-8386
September 27, 1977
In accordance with the Subdivision Regulations of 1975, we
hereby submit drainage design calculation for the Pickman Park
Subdivision Plan, dated March 17, 1977. Specific reference is
made to the plans for details of layout and construction of the
proposed storm drainage system. ,
The calculation of peak runoff rates has been accomplished
using the Rational Formula, which takes into account the size of
the watershed, the slope, coefficient of runoff and rainfall
intensity at time of peak runoff. The watershed areas,
slopes and runoff coefficients are estimates of those properties
which are anticipated after completion of the project. Rainfall
intensities represent those for a storm having an average re-
currence interval of ten years.
The hydraulic properties of the proposed storm drains have
been calculated by means of the Manning equation, which considers
the slope, roughness and diameter of a pipe flowing full under
the influence of gravity. An average valve of "n" = 0.013
for the roughness of reinforced concrete pipe has been used.
It should be noted that it is recommended that the 12 inch
drain'from Station 1+20 Griswold Drive to the main utility ease-
ment be increased to an 18 inch diameter. This will be incor-
porated on the final plan after the Public Hearing.
we will be available to discuss these computations with
you at your convenience.
JHMac:FLW
Very truly yours,
James H �iacDowell
CIVIL LNGINLERING PIRCOLAIION 11S1'i ,CWAGE DISPOSAL DESIGN; SURVLYING
3TOR ivi DRAINAGE CO'iviPUTAT10NS
FROJEGT:
CARTER @ TUNERS ENG'R. CORP
b FAIRVIEW AVE. SWAMPS COTT?rylASS•
DESIGN STORM: c��e
SHEET NO. '/Q—
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PROJECT: -Pas- � j 2F1L- __---
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CARTER 9 TOWERS £NG'R. CORP
6 FAIRVIEW AVE. SWA.NPSCOTT,MASS.
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PROJECT: 6 FAIRVIEW AVE. SWAMPSCOTT,MASS.
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SYSTEM: ?,ty —,J Qn (�czvo`o 0�. �r �wcv� Ue•
C,lRTER 9 TOWERS ENG'R. CORP.
6 FAIRVIEW AVE. SWAMPSGOTTIMASS.
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