64-330 - 17-21 PARLEE STREET - CONSERVATION COMMISSION (�C�Z 1'1-2\ Qom,-\cert
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Massachusetts Department of Environmental Protection DEP File Number:
Bureau of Resource Protection -Wetlands 64-330
WPA Form 5 - Order of Conditions Provided by DEP
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
A. General Information
Important:
When filling From:
out forms on Salem
the computer, Conservation Commission
use only the
tab key to This issuance if for(check one):
move your
cursor-do ® Order of Conditions
not use the
return key. ❑ Amended Order of Conditions
To: Applicant: Property Owner(if different from applicant):
Ledgewood Hills Realty Trust c/o Paul DiBiase Same
Name Name
�a P.O. Box 780
Mailing Address Mailing Address
Lynnfield MA 01940
City/Town State Zip Code City/Town State Zip Code
1. Project Locatign:
17-21 Parlee Street Salem
Street Address City/Town
Map 14 Lots 39 37 48 50 & 52
Assessors Map/Plat Number Parcel/Lot Number
2. Property recorded at the Registry of Deeds for:
South Essex 7020 640
County Book Page
NA
Certificate(if registered land)
3. Dates:
November 27, 2001 September 12 2002 September 12 2002
Date Notice of Intent Filed Dale Public Hearing Closed Date of Issuance
4. Final Approved Plans and Other Documents (attach additional plan references as needed):
Definitive Subdivision , Site, Utility, Grading Plan and Roadway Cross-Section, 11//27/01
Parlee Street Extension, Salem, Mass., Sheet 2 of 8 Date
5. Final Plans and Documents Signed and Stamped by:
James R. Comeau
Name
6. Total Fee:
$750.00
(from Appendix B:Wetland Fee Transmittal Form)
WPA Forth 5
Rev.07/00 Page 1 of 7
Massachusetts Department of Environmental Protection DEP File Number:
a Bureau of Resource Protection -Wetlands 64-330
WPA Form 5 - Order of Conditions Provided by DEP
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
B. Findings
Findings pursuant to the Massachusetts Wetlands Protection Act:
Following the review of the above-referenced Notice of Intent and based on the information provided in
this application and presented at the public hearing, this Commission finds that the areas in which work is
proposed is significant to the following interests of the Wetlands Protection Act. Check all that apply:
❑ Public Water Supply ❑ Land Containing Shellfish ® Prevention of Pollution
❑ Private Water Supply ❑ Fisheries ® Protection of Wildlife Habitat
® Groundwater Supply ❑ Storm Damage Prevention ® Flood Control
Furthermore, this Commission hereby finds the project, as proposed, is: (check one of the following boxes)
Approved subject to:
® the following conditions which are necessary, in accordance with the performance standards set forth
in the wetlands regulations, to protect those interests checked above. This Commission orders that all
work shall be performed in accordance with the Notice of Intent referenced above, the following
General Conditions, and any other special conditions attached to this Order. To the extent that the
following conditions modify or differ from the plans, specifications, or other proposals submitted with
the Notice of Intent, these conditions shall control.
Denied because:
❑ the proposed work cannot be conditioned to meet the performance standards set forth in the wetland
regulations to protect those interests checked above. Therefore, work on this project may not go
forward unless and until a new Notice of Intent is submitted which provides measures which are
adequate to protect these interests, and a final Order of Conditions is issued.
❑ the information submitted by the applicant is not sufficient to describe the site, the work, or the effect
of the work on the interests identified in the Wetlands Protection Act. Therefore, work on this project
may not go forward unless and until a revised Notice of Intent is submitted which provides sufficient
information and includes measures which are adequate to protect the Act's interests, and a final
Order of Conditions is issued. A description of the specific information which is lacking and why it is
necessary is attached to this Order as per 310 CMR 10.05(6)(c).
General Conditions (only applicable to approved projects)
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, bylaws, or regulations.
VVPA Pon 5
Rev.02/00 Page 2 of 7
Massachusetts Department of Environmental Protection DEP File Number:
Bureau of Resource Protection -Wetlands 64-330
WPA Form 5 - Order of Conditions Provided by DEP
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
B. Findings (cont.)
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. If this Order is intended to be valid for more than three
years, the extension date and the special circumstances warranting the extended time period are
set forth as a special condition 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. Any fill shall contain 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.
7. This Order is not final until all administrative appeal periods from this Order have elapsed, or if such
an appeal has been taken, until all proceedings before the Department have been completed.
8. No work shall be undertaken until the Order has become final and then 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 the 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 done. The recording
information shall be submitted to this Conservation Commission on the form at the end of this Order,
which form must be stamped by the Registry of Deeds, prior to the commencement of work.
9. A sign shall be displayed at the site not less then two square feet or more than three square feet in
size bearing the words,
"Massachusetts Department of Environmental Protection" [or, "MA DEP"]
"File Number 64-330 "
10. Where the Department of Environmental Protection is requested to issue a Superseding Order, the
Conservation Commission shall be a party to all agency proceedings and hearings before DEP.
11. Upon completion of the work described herein, the applicant shall submit a Request for Certificate of
Compliance (WPA Form 8A) to the Conservation Commission.
12. The work shall conform to the plans and special conditions referenced in this order.
13. Any change to the plans identified in Condition#12 above shall require the applicant to inquire of the
Conservation Commission in writing whether the change is significant enough to require the fling of a
new Notice of Intent.
14. The Agent or members of the Conservation Commission and the Department of Environmental
Protection shall have the right to enter and inspect the area subject to this Order at reasonable hours
to evaluate compliance with the conditions stated in this Order, and may require the submittal of any
data deemed necessary by the Conservation Commission or Department for that evaluation.
WPA Form 5
Rev.02/00 Page 3 of 7
Massachusetts Department of Environmental Protection DEP File Number:
Bureau of Resource Protection - Wetlands 64-330
WPA Form 5 - Order of Conditions Provided by DEP
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
B. Findings (cont.)
15. This Order of Conditions shall apply to any successor in interest or successor in control of the
property subject to this Order and to any contractor or other person performing work conditioned by
this Order.
16. Prior to the start of work, and if the project involves work adjacent to a Bordering Vegetated Wetland,
the boundary of the wetland in the vicinity of the proposed work area shall be marked by wooden
stakes or flagging. Once in place, the wetland boundary markers shall be maintained until a
Certificate of Compliance has been issued by the Conservation Commission.
17. All sedimentation barriers shall be maintained in good repair until all disturbed areas have been fully
stabilized with vegetation or other means.At no time shall sediments be deposited in a wetland or
water body. During construction, the applicant or his/her designee shall inspect the erosion controls
on a daily basis and shall remove accumulated sediments as needed. The applicant shall immediately
control any erosion problems that occur at the site and shall also immediately notify the Conservation
Commission, which reserves the right to require additional erosion and/or damage prevention controls
it may deem necessary. Sedimentation barriers shall serve as the limit of work unless another limit of
work line has been approved by this Order.
Special Conditions (use additional paper, if necessary):
See Attached.
Findings as to municipal bylaw or ordinance
Furthermore, the Salem hereby finds (check one that applies):
Conservation Commission
❑ that the proposed work cannot be conditioned to meet the standards set forth in a municipal
ordinance or bylaw specifically:
Name Municipal Ordinance or Bylaw
Therefore, work on this project may not go forward unless and until a revised Notice of Intent is
submitted which provides measures which are adequate to meet these standards, and a final Order of
Conditions is issued.
❑ that the following additional conditions are necessary to comply with a municipal ordinance or bylaw,
specifically:
Name Municipal Ordinance or Bylaw
The Commission orders that all work shall be performed in accordance with the said additional
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.
NPA Form 5
Rev.02/00 Page 4 of 7
Massachusetts Department of Environmental Protection DEP File Number.
• Bureau of Resource Protection -Wetlands &4-3.30
WPA Form 5 - Order of Conditions Provided by DEP
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
B. Findings (cont.)
Additional conditions relating to municipal ordinance or bylaw:
This Order is valid for three years, unless otherwise specified as a special condition pursuant to General
Conditions#4, from the date of issuance.
Z53%Atj- oe. S. a v<.�OLS` \2 , 2-4,4-2—
Date
This Order must be signed by a majority of the Conservation Commission. The Order must be mailed by
certified mail (return receipt requested)or hand delivered to the applicant.A copy also must be mailed or
hand delivered at the same time to the appropriate Department of Environmental Protection Regional
Office (see Ap endi A) �qd the property owner(if different from applicant)
Signature .
On Of So�pkrb�
Day Month and Year
before me personally appeared
to me known to be the person described in and who executed the foregoing instrument and
zckn ledged that he/ he executed the same as his/her free act and deed.
Notary Public. My Com fission Expires
This Order is issued to the applicant as follows:
❑ by hand delivery on by certified mail, return receipt requested,on
"7� 2o
Date Date
NRA Form 5 Page 5 of 7
Rat.07100 -
Massachusetts Department of Environmental Protection DEP File Number:
Bureau of Resource Protection - Wetlands 64-330
u,p
WPA Form 5 - Order of Conditions Provided by DEP
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
C. Appeals
The applicant, the owner, any person aggrieved by this Order, any owner of land abutting the land subject
to this Order, or any ten residents of the city or town in which such land is located, are hereby notified of
their right to request the appropriate DEP Regional Office to issue a Superseding Order of Conditions.
The request must be made by certified mail or hand delivery to the Department, with the appropriate filing
fee and a completed Appendix E: Request of Departmental Action Fee Transmittal Form, as provided in
310 CMR 10.03(7)within ten business days from the date of issuance of this Order. A copy of the request
shall at the same time be sent by certified mail or hand delivery to the Conservation Commission and to
the applicant, if he/she is not the appellant.
The request shall state clearly and concisely the objections to the Order which is being appealed and how
the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands
Protection Act, (M.G.L. c. 131, §40) and is inconsistent with the wetlands regulations (310 CMR 10.00).
To the extent that the Order is based on a municipal ordinance or bylaw, and not on the Massachusetts
Wetlands Protection Act or regulations, the Department has no appellate jurisdiction.
D. Recording Information
This Order of Conditions must be 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
subject to the Order. In the case of registered land, this Order shall also be noted on the Land Court
Certificate of Title of the owner of the land subject to the Order of Conditions. The recording information
on Page 7 of Form 5 shall be submitted to the Conservation Commission listed below.
Salem
Conservation Commission
WPA Forth 5
Rev.=00 Page 6 Df 7
Massachusetts Department of Environmental Protection DEP File Number:
Bureau of Resource Protection - Wetlands 64-330
WPA Form 5 - Order of Conditions Provided by DEP
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
D. Recording Information (cont.)
Detach on dotted line, have stamped by the Registry of Deeds and submit to the Conservation Commission.
--------------------------------------------------------------------------------------------------------------------------
To:
Salem
Please be advised that the Order of Conditions for the Project at:
17-21 Parlee Street 64-330
Project Location DEP File Number
Has been recorded at the Registry of Deeds of:
County Book Page
for:
Property Owner
and has been noted in the chain of title of the affected property in:
Book Page
In accordance with the Order of Conditions issued on:
Date
If recorded land, the instrument number identifying this transaction is:
Instrument Number
If registered land, the document number identifying this transaction is:
Document Number
Signature of Applicant
WPA Forth 5
Rev.02/00 Page 7 of 7
Salem Conservation Commission
SPECIAL CONDITIONS—DEP FILE # 64-330
17-21 Parlee Street, Salem, MA
1. The Conservation Agent will be notified 48 hours prior to commencement of construction activities(978-745-
9595 ext. 311). Members and agents of the Salem Conservation Commission(Commission)shall have the right
to enter and inspect the premises to evaluate and ensure compliance with the conditions and performance
standards stated in this Order,,the Notice of Intent,the referenced plans,the Act, and 310 CMR 10.00,and may
require any information, measurements,photographs, observation and/or materials or may require the submittal
of any data or information deemed necessary by the Commission, agent,or DEP determines that any of the
work is not in compliance with this Order of Conditions. Work shall not resume until the Commission is
satisfied that the work will comply,and has so notified the applicant in writing.
2. Approval of this application does not constitute compliance with any law or regulation other than MGL Chapter
131, Section 40,and Wetlands Regulations 310 CMR 10.00.
3. This Order shall apply to any successor in control or successor in interest of the property described in the Notice
of Intent and accompanying plans. These obligations shall be expressed in covenants in all deeds to succeeding
owners or portions of the property.
4. The form provided at the end of this Order shall be completed and stamped at the Registry of Deeds after the
expiration of the 10-day appeal period and within 30 days of the issuance if no request for appeal has been filed
with the Department of Environmental Protection. This form shall be returned to the Commission within 21
days of recording accordance and prior to commencement of any activities subject to the Order of Conditions.
5. Prior to any work commencing,a sign shall be displayed showing DEP file#64-330, and not placed on a living
tree.
6. The term"Applicant"as used in this Order of Conditions shall refer to the owner, any successor in interest or
successor in control of the property referenced in the Notice of Intent,supporting documents and this Order of
Conditions. The Commission shall be notified in writing within 30 days of all transfers of title of any portion of
the property that takes place prior to issuance of the Certificate of Compliance.
7. It is the responsibility of the applicant to procure all other applicable federal,state and local permits and
approvals associated with this project. These permits may include but are not necessarily limited to the
following:
(1) Section 404 of the Federal Water Pollution Control Act(P.L. 92-500, 86 stat. 816),U.S.Army Corp of
Engineers.
(2) Water Quality Certification in accordance with the Federal Water Pollution Control under authority of sec.
27(5)of Chapter 21 of the Massachusetts General Laws as codified
(3) Flood Plain
(4) Grading Ordinance
8. If there are conflicting conditions within this Order,the stricter condition(s)shall rule.
9. All work shall be performed so as to ensure that there will be no sedimentation into wetlands and surface waters
during construction or after completion of the project.
10. The Commission and its Administrator shall have the discretion to modify the erosion/siltation control methods
and boundary during construction if necessary.
IL All work shall be performed in accordance with this Order of Conditions and approved site plans(s). No
alteration of wetland resource areas or associated buffer zone, other than that approved in this Order, shall occur
on this property without prior approval from the Commission.
12. If any changes are made in the above-described plan(s)which may or will alter an area subject to protection
under the Wetlands Protection Act,or any changes in activity subject to regulations under G.L.Ch. 131, Section
40,the applicant shall inquire from this Commission in writing,prior to their implementation in the field,
whether the change(s)is significant enough to require the filing of a new Notice of Intent. Any error in the
plans or information submitted by the applicant shall be considered changes and the above procedures shall be
followed. A copy of such request shall at the same time be sent to the Department of Environmental Protection.
13. In conjunction with the sale of this property or any portion thereof before a Certificate of Compliance has been
issued,the applicant or current landowner shall submit to the Commission a signed statement by the buyer that
he/she is aware of an outstanding Order of Conditions on the property and has received a copy of the Order of
Conditions.
14. Conditions number 47 as indicated shall continue in force beyond the Certificate of Compliance, in perpetuity,
and shall be referred to in all future deeds to this property.
PRIOR TO CONSTRUCTION
15. Prior to commencement of any activity on this site,there shall be a PRECONSTRUCTION MEETING
between the project supervision;the contractor responsible for the work or its administrator to and phone
numbers of all responsible parties shall be registered with the Commission at the pre-construction meeting.
16. Prior to the pre-construction meeting and commencement of any activity on this site, sedimentation and erosion
control barriers shall be installed as shown on the approval plan(s)and detail drawings. The Commission and/or
its Administrator shall inspect and approve such installation at the pre-construction meeting.
17. Prior to the commencement of any activity on this site,the applicant or current landowner shall submit to the
Commission in writing a construction schedule/sequence of work to complete this project.
18. Prior to any work on site,the proposed limits of work shall be clearly marked with stakes or flags and shall be
confirmed by the Commission or its Administrator. Such markers shall be checked and replaced as necessary
and shall be maintained until all construction is complete. Workers shall be informed that no use of machinery,
storage of machinery or materials,stockpiling of soil or construction activity is to occur beyond this line at
anytime.
19. Prior to commencement of construction on site,the limits of wetland resource areas closest to construction
activity shall be flagged with surveyor's tape and shall remain in place during construction. The limits of areas
to be impacted and the limits of work in the replication area(s)shall be clearly flagged.
20. There shall be 50 hay bales and wooden staked stored under cover on the site to be used only for emergency
erosion control.
EROSION CONTROL
21. Appropriate erosion control devices shall be in place prior to the beginning of any phases of construction,and
shall be maintained during construction in the wetland areas and buffer zones. The erosion control specification
provided in the Notice of Intent and the erosion control provision in the Order will be the minimum standards
for this project; additional measures may be required by the Commission.
22. All debris, fill and excavated material shall be stockpiled a location far enough away from the wetland resource
areas to prevent sediment from entering wetland resource areas.
23. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as
necessary. Any accumulated silt adjacent to the barriers shall be removed.
24. The areas of construction shall remain in a stable condition at the close of each construction day.
25. Any de-watering of trenches or other excavations required during construction shall be conducted so as to
prevent siltation of wetland resource areas. All discharges from de-watering activities shall be filtered through
haybale sediment traps,silt filter bags or other means approved by the Commission or its Administrator.
26. Within thirty days of completion of construction on any given portion of the project,all disturbed areas in the
completed portion of the site shall be permanently stabilized with rapidly growing vegetative cover,using
sufficient top soil to assure long-term stabilization of disturbed areas.
27. If soils are to be disturbed for longer than two months,a temporary cover of rye or other grass should be
established to prevent erosion and sedimentation. If the season is not appropriate for plant growth,exposed
surfaces shall be stabilized by other appropriate erosion control measures, firmly anchored,to prevent soils
from being washed by rain or flooding.
DURING CONSTRUCTION
28. A copy of the Order of Conditions,construction plans, and copies of the documents and reports cited in
Condition# 11,shall be on the site upon commencement and during any site work for contractors to view and
adhere to.
29. Erosion and sedimentation control devices shall be inspected after each storm event and repaired or replaced as
necessary. Any accumulated silt adjacent to the barriers shall be removed.
30. Only clean fill, free of masonry, stumps,asphalt, and any other kind of waste material shall be used on the site.
31. All waste products,grubbed stumps,slash,construction materials, etc. shall be deposited at least 100 feet from
wetland resource areas and 200 feet from rivers.
32. All filling or removal of waste material from the site shall be done in accordance with the regulations of the
City of Salem Health Department.
33. Cement trucks shall not be washed out in any wetland resource or buffer zone area. Any deposit of cement or
concrete products into a buffer zone or wetland resource area shall be removed by hand.
34. No fuel,oil,or other pollutants shall be stored in any resource area or the buffer zone thereto,unless specified
in this Order of Conditions.
35. There shall be no pumping of water from wetland resource areas.
36. During construction, all drainage structures shall be inspected regularly and cleaned as necessary.
37. The project shall not cause an increase in run-off onto adjacent properties,either during construction or when
completed.
38. The applicant is hereby notified that failure to comply with all requirements herein may result in the issuance of
enforcement actions by the Conservation Commission including,but not limited to,civil administrative
penalties under M.G.L. Chapter 21A,section 16.
POST CONSTRUCTION
39. All disturbed areas, slopes and proposed landscape areas shall be loamed and seeded or stabilized through the
use of erosion control blankets or other approved means. All disturbed areas will be graded, loamed, and
seeded prior to November 1 of each year, if possible. No disturbed areas or stockpiled material will be left
unprotected or without erosion controls during the winter.
40. Upon completion of construction,the applicant or current landowner shall submit the following to the
Commission to request a Certificate of Compliance:
(1) A letter requesting a Certificate including the following information:
a. Name and address of current landowner;
b. Name and address of the individual/trust or other entity to whom the Certificate is to be issued:
c. Street address and lot number for the project;and
d. DEP file number
(2) A letter from a Registered Professional Engineering or Land Surveyor certifying compliance of the
property with this Order of Conditions
(3) An"As-Built'plan signed and stamped by a Registered Professional Engineer showing post-construction
conditions and:
a. As-built elevations of all drainage ways constructed within 100 feet of any wetland resource area;
b. As-built elevations and grades of all filled or altered wetland resource areas,buffer zones and
replicated areas;and
c. Distances to all structures within 100 feet of any wetland resource area.
41. When issued,the Certificate of Compliance must be recorded at the Essex County Registry of Deeds.
42. If the completed work differs from that in the original plans and conditions,the report must specify how the
work differs;at which time the applicant shall first request a modification to the Order. Only upon review and
approval by the Commission,may the applicant request in writing a Certificate of Compliance as described
above.
43. Erosion control devices shall remain in place and properly functioning until all exposed soils have been
stabilized with final vegetative cover and the Commission and/or its Administrator has authorized their
removal.
ADDITIONAL CONDITIONS
44. The applicant shall apply "New England Roadside Matrix Upland Seed Mix"along the outer slopes of the
detention basins to establish a vegetated cover.
45. All disturbed area shall be seeded and/or re-vegetated in order to prevent future erosion.
46. No existing trees or vegetation shall be cut and/or disturbed beyond the limits of the hay bale line.
47. A deed restriction shall be placed on Lot 97C&D to identify a"No Cut/No Disturbance Zone"beyond the
limit of the proposed retention wall and Lot 97A which will extend beyond the bottom of the proposed slope as
indicated on plan. Individual deeds for Lot 97C&D and Lot 97 A shall include these Special Conditions.
Copies of the deeds shall be submitted to the Conservation Commission for review prior to the conveyance of
the lots.
Sep 18 02 02: 1,3p Hancock Assoc. 9787744205 p. 1
98735 �6
July 18;2002_a V i(�ll- � l
Paul DiBiase � ��
P.O. Box 780 i1 P6;0110
Lynnfield,MA 01940 (/
�0
RE: stabilization and habitat plantings L
Parlee Street Extension, Salem
Dear Sit:
The Definitive Subdivision now in revision proposes approximately 5,700 square feet of
grading in proximity to Bordering Vegetated Wetlands. (No actual disturbance of
wetlands is proposed.) Much of the proposed work consists of embankments to contain
the proposed stormwater treatment basins.
The exterior slopes of the basin embankments should be periodically cut to prevent the
growth of large trees,but such cutting should be done no more frequently than every two
years. The consequent development of a dense shrub layer will provide shelter,food and
nesting sites for various wildlife species present in the adjacent wetlands and upland
buffer.
Four(4)inches of loam shall be applied to all finished slopes. An upland restoration seed
mix(catalog cut attached)shall be applied at the supplier's recommended rate, and
lightly mulched with clean straw. No watering is necessary.
The specified seed mix is designed to provide a dense layer of herbaceous plants in the
short term,while encouraging development of a low shrub cover over the course of two
or three years. All species incorporated in the specified mix are indigenous plants with
significant habitat value.
If you have any questions, please feel free to contact me.
Sincerely,
Hancock Environmental Consultants
John Dick,P.L.S.
Wetland Scientist
New England Wedand Plants,Inc. -Seed Mixes Page 1 of I m
New England Roadside Matrix upland Seed Mix
SPECIES o
N
GRASSES a
ro
Creeping Red Fescue(Festuca rubra),Swiwhgrass(Panicum virgatum), Deertongue(Panirum clandestinum), Little Bluestem
(Schizachyrium scoparius),Indiangrass(Sorghastrum nutans), Big Bluestein(Andropogon gerardii).
WILDFLOWERS =
d
n
Partridge Pea(Chamaecrista fasciculata),Wild Blue Lupine(Lupinus perennis),Silky Smooth Aster(Aster laevis),Butterfly Milk weed 0
(Asclepias tuberosa),Round-headed Bush Clover(Lespedeza capitata),Grey Goldenrod (Solidago nemoralis)
SHRUBS a
0
0
Gray Dogwood(Cornus racemosa),Staghom Sumac(Rhus typhina),Silky Dogwood (Cornus amomum)
APPLICATION RATE:35 LBS/ACRE
1245 sq ftAb
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http:/Ywww.ncwp.com/steds.html N
09/I8/2002
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Massachu eft Department of Environmental Protection D File Number
Bureau of Resource Protection -Wetlands 64-330
WPA Form 5 - Order of Conditions Provided by DEP
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
A. General Information
Important From: 2063012000M 8010d Pg,2N
When filling 2:7,ee OTHER Po jig
out forms on Salemthe computer, Conservation Commission
use only the
tab key to This issuance d for(check one):
move your
cursor-do ® Order of Conditions
not use the
return key. ❑ Amended Order of Conditions
To: Applicant Property Owner(H different from applicant):
Ledaewood Hills Reality Trust,(Jo Paul DISIme Same
spm Name Name
P.O.Box 780
MOim+a Addraee Mailing Address
Lynnfield MA 01940
cayrrown staff zip Do& Cibirrown state 2+p Code
1. Prnject Location:
17-21 Partee Street Salem .
street Address Cllyrrown
Map 14 Lots 39,37,48, 50 8 52
Assessars Map/Plot Number Paraelkut Number
2. . Property recorded at the Registry of Deeds for.
South Essex 7020 640
County sow Page
NA ,. .
Cerbbrate(B IeOlaMred
3. Dates:
November 27,2001 September 12, 2002 September 12,2002
Date Notice of Intent Filed Date Public Heating closed Date of Issuance
4. Final Approved Plans and Other Documents(attach additional plan references as needed):
Definitive Subdivision,Site, Utility,Grading Plan and Roadway Cross-Section, 111/27/01
Padee Street Extension, Salem, Mass.,Sheet 2 of a Date
5. Final Plans and Documents Signed and Stamped by:
James R. Comeau
Name
6, Total Fee:
$750.00
(horn/lppendk e:wetland Fee T'ranematal Form)
NYA terms vee.1 mf
Rev.MW ..
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164 Soil survey
TABLE 16.--SOIL AND WATER FEATURES ;
"Flooding" and "water table" and terms such as "rare," "brief," "apparent," and "perched" are explained in the
text. The symbol < means less than; > means more than. Absence of an entry indicates that the feature is
not a concern]
Flooding High water table Risk of corrosion
Soil name and (Hydro-1 IPOtentia1I
map symbol I logicl Frequency I Duration (Months I Depth I Rind IMonths I frost (Uncoated (Concrete
(group I I I I I I I action I steel I
Ft
nB, AnC, AnD-----1 C (None--------I --- I --- 11.5-2.51Perched IJan-AprlModerate lLow------[High.
Annlsquam -
a*.
Beaches I I I I I I I I I
I I I I I I
e8---------------I B (None--------I --- I --- I1.5-3.SIApparentlNov-AprHlgh-----(Moderate (Moderate.
Belgrade I I I I I I I I I I
I I I I I I I I I I
uA, BuB, BuC-----I C [None--------I --- I --- I1.0-3.OIApparentlNov-AprlHigh-----(High-----Moderate. V
Boxford I I F I I I I I I I
xB*:
Boxford----------I C (None--------I --- I --- 11.0-3.01ApparentlNov-AprlHigh-----(High-----(Moderate.
I I I I I I I I I I
Urban land.
I I I I I I I I I I
aB, CaC, CbB, I I I I I I I I I
CbC, CbD, CCB, I I I I I I r I I
CcC, CCD, CcE----I B [None--------I --- I --- 1 >6.0 1 --- I --- ILow------(Low------(High.
Canton I I I I I I I
:hC*: I I I I I I I I
Canton-----------I B (None--------I --- I --- 1 >6.0. 1 --- I --- (Low------ILow------(High.
Urban land. I I I I I I
I I I I I I I I I I
' rC*, CrD*� I I I I I I
Chatfield--------1 B (None--------I --- I --- 1 >6.0 1 --- 1 -- (Moderate ILow------lModerate.
I I I I I I I I I I
Hollis-----------I C/D INone--------I --- I --- 1 >6.0 1 --- I --- [Moderate ILow------]High.
I I I I I I I I I I
Rock outcrop. I I I I I I 11
I I I I I I I [
fe----------------I B (None--------I --- I --- 11.5-3.OIApparentlDec-AprlModerate ILow------(High. }}
Deerfield I I I I I I I 1
I I I I I I I
_ iu*.
Dumps
I I I I I I I I I I
tIA, EIB----------I C INone--------I --- I --- 11.5-3.OIPerched INov-MaylHigh-----lModerate Moderate. ;
Elmridge I I I I I I I
'F. I I I I I I I I I I
Fluvaquents I I I I I I I
I I I I I I I I I I
'm----------------I D INone--------I --- I --- 1 0-1.OIApparentlJan-DeclHigh-----[High-----(High. ;
Freetown I I I I I I
I I I I I I I I
'p----------------I D (None--------I --- I --- 1 +3-0 IApparentJan-DeclHigh-----(High-----IHigh.
Freetown I I I I I I I
I I I I I I I I I I
1f A, H£B, Hfc, I I I I I I
Hf D, HfE---------I A (None--------I --- I --- 1 >6.0 1 --- I --- ILow------ILow------IHigh.
Hinckley I I I I I I
I I I I I I I I I I
1uC*: I I I I I I I
Hollis-----------I C/D INone--------I --- I --- 1 >6.0 1 --- I --- Moderate ILow------IHigh.
Urban land. I I I I I
Rock outcrop. [ I I I I
I I I I I r I I I I
See footnote at end of table.
i
i
� a
r1 HANCOCK JOB
• .Survey Associates,Inc. SHEET NO. OF
235 Newbury Street,Danvers,MA 01923
(978)777-3050 Fax(978)774-7816 CALCULATED BY DATE
❑12 Farnsworth Street ❑626 Main Street CHECKED BY DATE
Boston,MA 02210 Bolton,MA 01740
(617)350-7906 (978)779-6767
SCALE
SZr3r�e c R2 .. 5i?✓�rGyP �/ cif ?yoF 5 � .�
FTZ u,
ST6R�c VowwE
-
IZ 3-q' '4-.F 3.Z vim%-F7 ` - `f!• CP$ _? `f2 S:� SL�L' 1fy02u�hJ
..... �SSuNe:4 n�����_ .i,JGrc.�'Y+ —( •... 3p Mr.J/iv
l r fW i r r r
/AI i'.)
JO NIIJ:
C �'7 GZ &CK)� CIO sec.
TYPE-II-24-HOUR RAINFALL= 8 .4 IN
Prepared by Applied Microcomputer Systems 30 Aug 01
4ydroCAD 4 00 000833 (c) 1986-1995 Applied Microcomputer Systems
POND 2 INDIVIDUAL ROOFTOP INFILTRATION SYSTEM
Qin = . 2 CFS @ 11 . 82 HRS, VOLUME= . 01 AF
Qout= 0 . 0 CFS @ 11 .10 HRS, VOLUME= . 01 AF, ATTEN= 96%, LAG= 0 . 0 MIN
ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD
(FT) (SF) (CF) (CF) PEAK STORAGE = 267 CF
100 .5 133 0 0 PEAK ELEVATION= 102 .5 FT
103 . 7 133 426 426 FLOOD ELEVATION= 104 . 7 FT
104 . 7 1 67 493 START ELEVATION= 100 .5 FT
SPAN= 10-20 HRS, dt= . l HRS
# ROUTE INVERT OUTLET DEVICES
1 P 100 .5 ' EXFILTRATION
Q= . 01 CFS at and above 100 . 6 '
h,
JQ LN ivi '[fV / -Lll..)1Mi]tl-Ll'91\LYIl] f `f, {'1L9 L1\VC .
TYPE II 24-HOUR RAINFALL= 8 .4 IN
?repared by Applied Microcomputer Systems 30 Aug 01
AydroCAD 4 . 00 000833 (c) 1986-1995 Applied Microcomputer Systems
3UBCATCHMENT 5 1/2 OF INDIVIDUAL ROOF SURFACE
PEAK= .2 CFS @ 11 . 82 HRS, VOLUME= . 01 AF
ACRES CN SCS TR-20 METHOD
. 02 98 1/2 OF MAX. ROOF SURFACE TYPE II 24-HOUR
RAINFALL= 8 .4 IN
SPAN= 10-20 HRS, dt= . 1 HRS
Rethod Comment Tc (min)
CR-55 SHEET FLOW Segment ID: , 1
>mooth surfaces n= . 011 L=15 ' P2=2 . 8 in s= .33
3HALLOW CONCENTRATED/UPLAND FLOW Segment ID: , 3
?aved Kv=20 .3282 L=22 ' s= . 005 ' / ' V=1 .44 fps
Total Length= 37 ft Total Tc= .4
Massachusetts Department of Environmental Protection Salem
Bureau of Resource Protection - Wetlands City/Town
WPA Form 1 - Request for Determination of Applicability
w
' Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
A. General Information
Important:
When filling out 1. Applicant:
forms on the City of Salem - Harbormaster
computer, use Name
only the tab key only Address(if applicable)
to move your 51 Winter Island Road
cursor-do not Mailing Address
use the return Salem MA 01970
key. Cityliown State Zip Code
978--741-0098
Q Phone Number Fax Number(if applicable)
2. Representative (if any):
m NA
Firm
Contact Name E-Mail Address(if applicable)
Mailing Address
Citylrown State Zip Code
Phone Number Fax Number(if applicable)
B. Determinations
1. I request the Salem make the following determination(s). Check any that apply:
Conservation Commission
❑ a. whether the area depicted on plan(s) and/or map(s) referenced below is an area subject to
jurisdiction of the Wetlands Protection Act.
❑ b. whether the boundaries of resource area(s) depicted on plan(s) and/or map(s) referenced
below are accurately delineated.
® c. whether the work depicted on plan(s) referenced below is subject to the Wetlands Protection Act.
❑ d. whether the area and/or work depicted on plan(s) referenced below is subject to the jurisdiction
of any municipal wetlands ordinance or bylaw of:
Name of Municipality
❑ e. whether the following scope of alternatives is adequate for work in the Riverfront Area as
depicted on referenced plan(s).
WPA Forml
. Page 1 of 4
Rev02/00
..1
COMMONWEALTH OF MASSACHUSETTS
EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS
DEPARTMENT OF ENVIRONMENTAL PROTECTION
Metropolitan Boston—Northeast Regional Office
JANE SWIFT BOB DURAND
Governor
Secretary
LAUREN A.LISS
Commissioner
DEP File# 064-0330
RE: NOTIFICATION OF WETLANDS PROTECTION ACT FILE NUMBER SALEM
DATE: 1/2/2002 9:45 AM (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):
Applicant: PAUL DIBIASE Owner:
G7
Address: PO BOX 780 Address:
LYNNFIELD MA,01940-
LOCUS: 17-21 PARLEE STREET C -
M .,
IF CHECKED,THE FOLLOWING ITEM(S)APPLY TO THIS NOTICE OF INTENT:
A.-C—IThis project has been assigned the following file# : 064-0330
Although a file#is being issued,please note the following:
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:
1. ( )—copy(s) of a completed Notice of Intent(Form 3 or Form 4 of Sect. 10.99, whichever is
ony
applicable) and a cof the Fee Transmittal Form,with a copy of the check for the State's
share of the Notice of Intent filing fee.
2. ( )--copy(s)of plans,calculations, and other documentation necessary to completely describe
the proposed work and mitigation measures to protect resource areas.
3. ( )_copy(s)of an 8.5"X 11" section of the USGS map of the area.
4. ( ) cop s) of plans showing compliance with Title 5 of the State Environmental Code, 310
CMR 15.00.
5. ( )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)
This information Is available in alternate format by calling our ADA Coordinator at(617)5746872.
205A Lowell St. Wilmington,MA 01887 • Phone(978)661-7600 • Fax(978)661-7615 • TTD#(978)661-7679
() Printed on Recycled Paper
C. _)Other Regulatory Jurisdiction
1. ( ) Application has been forwarded to Waterways Regulatory Program to determine if a
Chapter 91 License is required.
2. (_ ) 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
The project described in your Notice of Intent requires a 401 Water Quality Certification
from the Department of Environmental Protection and may require submittal of a 401 application
form. See below for further details:
1. ( )Based upon the information submitted in and with your Notice of Intent a separate
401 Water Quality Certification application form is not required. The Department has
reviewed the plans submitted by the applicant and finds that there is reasonable assurance that the
project or activity will be conducted in a manner that will not violate the Massachusetts Surface
Water Quality Standards,provided that:
a) the applicant receives and complies with a Final Order of Conditions from the local
conservation commission or the Department;
b) The Order of Conditions does not cause the loss of more than S,OOOsq.ft. of bordering
vegetated wetlands and land under water and/or the dredging of more than 100 cubic yards of
land under water;
c) any loss of vegetated wetlands has been mitigated with a minimum replication of 1:1; and is
not part of a subdivision; does not cause the loss of any Wetlands designated as
d) The project is not exempt from the M.G.L. c. 131, §40-the Wetlands Protection Act;
Outstanding Resource Waters; and does not cause the loss of any salt marsh.
Therefore,provided that the above conditions are satisfied, the Final Order of Conditions will serve as the
Water Quality Certification for this project. This does not relieve the applicant of the duty to comply with
any other statutes or regulations.
2. ( )Before the activity described in the Notice of Intent can commence, you must obtain a
Water Quality Certification form from this Regional Office. Please complete the enclosed 401
Water Quality Certification application form and file it with this Regional Office for review.
3. ( )Your project involves dredging of greater than 100 cubic yards of material or requires a
permit from the Federal Energy Regulatory Commission for work in "waters of the
Commonwealth." Therefore, your proposed project is subject to 314 CMR 9.00 and requires a
Water Quality Certification. Please complete the enclosed 401 Water Quality Certification
application form and file it with the Department of Environmental Protection,Waterways
Program, and One Winter Street,Boston,MA 02108. Contact the Division of Waterways
program at 617-292-5655 if you have and questions.
For more information please contact: Ms. MARGARET FINN at 978-661-7600.
Cc: X Conservation Commission ( ) U.S. Army Corps of Engineers
( ) Owner: ( ) Coastal Zone Management
( ) DEP-Water Pollution Control ( X) Representative:
( ) Other: Hancock Environmental Consultants
235 Newbury St,Rte 1,North
Danvers MA 01923
, I
SUPPLEMENTARY ENGINEERING COMPUTATIONS
TO ACCOMPANY A
PERMIT SITE PLAN
IN
SALEM, MA
SITE:
Parlee Street.Extension
Salem, MA
OWNER: APPLICANT:
LedgewoQd Hills Realty Trust Same
P.O. Box 780
Lynnfield, MA 01940
DATE: November 27, 2001 Rdviscp S/Zs/oZ Zy'V15Cn_ 7/r /o2
H.S.A. NO. 8735 Qi rz�vsu� /oz/oz
SN OF Mq
# JAMES R
u3 . COMEAu
3 oiwL o
rj 1'� Cis 11
No.380
ENGITETtING1 01TES
DIVISIOWO -fNCOCiCSky12 5S ES.INC. NA
235 NEWBURY
�Q �,�t7AAA�tVERS, MAD 1'923
PHONE: (978) 777-3050 �Ax (978) 774—4205
TABLE OF CONTENTS
PAGES
INTRODUCTION.AND.METHO.DOLOGY 1-2
SUMMARY OF RESULTS 2
Hydrology Summary for 2,10, and 100 year, 24-hr. storms
MDEP STORMWATER MANAGEMENT FORM 3-14
(Includes attachments)
Appendix:
• EXISTING CONDITIONS COMPUTATIONS
• PROPOSED CONDITIONS COMPUTATIONS
L DESCRIPTION OF EXISTING DRAINAGE FEATURES.
The existing property currently consists of 1.71 acres of undeveloped residential
property, situated along a hillside. The hillside is vegetated with the exception of
portions of the existing Parlee Street right-of-way, as well as some ledge outcrops. The
existing hillside slope is approximately 7% and shows only minor erosion.
Drainage for this existing hillside area flows towards wetlands situated to the southwest
of this development.
The primary hydrologic soil group in this area consists of Chatfield (Type B).
2. DESCRIPTION OF PROPOSED DRAINAGE FEATURES.
The proposed drainage system will direct treated runoff towards a proposed detention
pond situated to the southwest of this development, with two 8" metered discharges,
outleting into existing wetlands. The proposed detention pond shall service the proposed
Parlee Street roadway extension, proposed driveways, as well as one-half of all future
proposed roof surfaces. The remainder of roof surfaces shall be routed towards
individual stormwater infiltration systems.
Before entering the detention pond, stormwater shall be treated via deep sump catch
basins with oil/water separators in order to provide pretreatment of potential petroleum
laden stormwater runoff. Secondary treatment will be provided by a sediment forebay
within the detention pond.
Groundwater elevations are assumed to be elevation 98.5, based on elevations of wetland
flagging.
3. PEAK STORM DISCHARGE SUMMARY.
The purpose of stormwater modeling is to determine how effectively a proposed drainage
system will be able to reduce or hold constant the amount of stormwater runoff leaving a
developed site. To achieve this goal, the HydroCAD 3.2 Stormwater Modeling System
was utilized to determine the runoff rates for the 2, 10 and 100-year Type 11 storm events.
The HydroCAD system is based on the U.S.D.A. Soil Conservation Services Technical
Release 20, a unit hydrograph procedure.
The addition of impervious area potentially generates a greater amount of stormwater
runoff. In order to reduce the stormwater runoff produced by the development of the site,
additional drainage pipes, structures and a metered discharge detention pond have been
incorporated to reroute stormwater runoff, effectively increasing times of concentration,
thus spreading out overtime the various peak flows discharging off site.
The following table is a summary of the peak flows generated by the 2, 10 and 100-year
storm events for both pre and post development flows. 24 hour rainfall frequencies
utilized for this report are the result of Cornell University Technical Publication No. RR
93-5 dated 9193. Refer to the pre and post development drainage plans to be included in
this report for the location and extent of the subcatchments(SC) listed in the table. Based
on the results below, no changes in upstream and downstream flooding are anticipated.
Although the table depicts a decrease in rate for pre-development to post-development
conditions, we feel the total volume of water supplied to the existing drainage system and
wetland resource areas will not be decreased appreciably. We do not anticipate any
negative impacts on downstream wetlands and vegetation. The design of the systems in
accordance with the DEP Guidelines lead to the rate decrease shown due to the multiple
BMP concept and its effect on those rates.
STORMWATER MANAGEMENT SYSTEM (TOTAL SITE)
STORM EVENT 2 Year Storm 10 Year Storm 100 Year Storm
(c.fs.) (c.fs.) (c.fs.)
Pre-Development 1.4 2.9 8.1
Peak Flow; SC 1
Post Development 0.5+0.8 = 1.2+1.3= 3.9+4.0=
Peak Flow; SC 4 1.3 2.5 7.9
Reach 4
Total Increase/Decrease -0.1 -0.4 -0.2
# Exhibit E
Stormwater Management Form
This form is intended to ensure that proposed stormwater control designs meet the stormwater management standards
described in the Department of Environmental Protection's Stormwater Management Policy(November 1996). The Depart-
ment ofEnvironmental Protection(DEP)recommends that applicants submit this form with the No ace of Intent, as well as
supporting documentation andplans, to provide stormwater information for conservation commission review. If a paracu-lar
stormwater management standard cannot be met information should be provided to demonstrate how adequate water quality
and water quantityprotection will be provided by the project. DEP encourages engineers to use this form to certify that the
project meets the stormwater management standards as well as acceptable engineering standards. This form should be
completed by checking the appropriate boxes for each standard and by signing and stamping the back of thisform.
Project Location: Parlee St., Salem, MA
® The proposed project is/i no.(circle one)exempt from one or more of the stormwater management standards.
If project is exempt,explain why:
Stormwater runoff volumes to be treated for water quality are based on the following calculations:
(check one thatappiies)Does not apply, all impervious post-development runoff retained on-site.
❑ 1 inch of runoff x total impervious area of post-development site for critical areas(e.g.Outstanding Resource
Waters and shellfish growing areas)
0.5 inches of runoff x total impervious area of post-development site for other resource areas
Standard#1: Untreated stormwater See Sheets 2-7 and drainage cales
® The project is designed so that new stormwater conveyances(outfalWdischarges)do not discharge untreated stormwater
into, or cause erosion to,wetlands or waters.
Standard #2: Post-development peak discharge rates See Sheets 2-7 and drainage calcs
Post-development peak discharge rates do not exceed pre-development rates on the site either at the point of discharge or
down adient property boundary.
LJ N/A:project site contains waters subject to tidal action, so standard is not applicable.
Stormwater controls have been designed for the 2-year and 10-year,24-hour stones.
® The project's stormwater design will not increase flooding impacts offsite from the 100-year,24-hour stone.
Standard #3: Recharge to groundwater See Sheets 2-7 & drain. calcs.
® The annual groundwater recharge for the post-construction site approximates annual recharge from existing site
conditions.
Soil types have been identified according to either the U.S.Natural Resources Conservation Service(NRCS)County
Soils Survey or onsite soil evaluation. Calculations on stormwater flow are based on a soil hydrologic group
of B ,and impervious area of 17424 (square feet).
® The annual groundwater recharge for the post-construction site approximates annual recharge from existing site
conditions.
® Soil types at each planned point of stormwater runoff infiltration CrD-Chatfield
Infiltration Best Management Practices(BMP's)used for this project include: detention pond w/sediment forebay and
infiltration trenches
Standard #4: 80% TSS removal See Drainage calcs.
® The proposed stormwater management systems will remove 801/o+of the post-development site's average annual load of
Total Suspended Solids(TSS).
® Best Management Practices(BMP's)used for this project include: street sweeping,detention pond w/sediment forebay,
infiltration trenches,and deep sump catch basins
Page 2 #
Standard #5: Higher potential pollutant loads See Slit 2 & drain calcs
® The project site does/ oes not circle one)contain Land Uses with Higher Potential Pollutant Loads.
If site contains such land uses,describe:
❑ If applicable,BNIP's selected for controlling storrawater in these areas are designed to prevent infiltration of untreated
stormwater and include:
Standard #6: Protection of critical areas See Sht 2 and drainage
calcs
® The project site does/(does no (circle one)contain critical areas with sensitive resources.
If site contains critical areas,describe:
❑ If applicable,BW's selected for stonnwater discharges in these areas include:
Standard #7: Redevelopment projects See Slit 2 and drainage
calcs
The proposed activity is/ not circle one)a redevelopment project.
Note: Components of redevelopment projects which plan to develop previously undeveloped sites do notfall under the
scope of Standard 7.
❑ If the project is a redevelopment project,the following storrawater management standards have been met:
❑ The standards which have not been met include:Removal of more than 80%T.S.S.
❑ The proposed project will reduce the annual pollutant load on the site with new or expanded stormwater controls.
Standard #8: Erosion/sediment control See Sheets 1-3 and
drainage calcs
Erosion and sediment controls are incorporated into the project design to prevent erosion,control sediment movement,
and stabilize exposed soils.Temporary haybales,terraced grassed waterways
Standard #9: Operation/maintenance plan See
An operation and maintenance plan for both construction and post-development storrawater controls has been developed.
The plan includes BMP owner(s);parties responsible for operation and maintenance;schedule for inspection and
maintenance;routine and non-routine maintenance tasks; and provision for appropriate access and maintenance
easements surrounding control(s)and extending to public right-of-way.
I attest under the penalties of perjury that I have personally examined and am
familiar with the information contained in this submittal, including any and all g4�S� of M4,9.
documents, accompanying this certification statement; and that I am fully g JAMES R.
authorized to make this attestation on behalf of the project applicant o 001 EAU
v CIVIL
38056 o C
James R. Comeau, P.E. 11/27/2001 (St ALE re)
Print Name Dat
, J. 7/ir/o2
SMP Standard 4 HANCOCK
WATER QUALITY RETENTION VOLUME COMPUTATIONS
Parlee Street
Salem,MA
Detention Pond 1 Hancock Project No. 8735
Parameter Ug nit Value Comment
I f'u'�`'a..t G.; 2i, .><�,���RE iM..z:i� �f u�ip��»>�u€�€t3Lv'w!'b2..�»9�$i i.uB. �h s.F.MM..3k''20G.121§0,0a1_1€tF.,S501:�.C3'�2.r'..#a..r3u»..,»a�:i a,rz,.,5"�..�,.i u`.g�€ 11
Tributary area AC 0.0
Runoff to critical area? 0 1=yes; O=no
Runoff depth used for design IN 0.5
Predevelopment impervious area AC 0.0
Tributary Impervious area added AC 0.4
Total tributary Impervious area AC 0.4
NINE!
"SY �V ea i 3 rt tONE
Cy a�9 arr r^�YiC-. n P'»• r5 '�r r25 ^?R ^i ^�r c..rt v a^9 t ava t a r a v ea
ixFgrii s t6d8 , t fi , ps s aaaa {s s r s 3E ass: g: r rr
:S:Y, sr?"�6z:ad:.�.u'..�,..i,.,',5�.. ., .,. a„�rAv .. a. z'+..�L,^ '.t.. aa,»caz.�C.w ,s�.?,.w.ts�°»saSWa3".e»:i3:.vvs'.'"e .,�c§„.F2i. .,.�rns
REQUIRED RETENTION AC-FT 0.02
VOLUME
CF 726
Design volume provided via:
2 deep sump c.b. & det. pond outlet structui CF 115
detention basin CF 620
DESIGN VOLUME PROVIDED CF 735
AC-FT 0.02
SMP Standard 4 HANCOCK
TSS REMOVAL COMPUTATIONS
DiBiase-Parfee Street
Salem, MA
TSS Removal Hancock Project No. 8735
EPA Recommended
Process Train EMP Design TSS Design TSS TSS Remaining TSS Removed
No. Type Removal Rate Removal Rate at Discharge at Discharge
rm
mom N. sffl
ME Aw0i III,
I SS 10% 10% 90% 10%
2 DSCB 25% 25% 68% 33%
3 DB 70% 70% 20%
Key
,'.1girio
g
jTg
g
g
SS street sweeping
DSCB deep sump catch basin
DB detention basin with sediment forebay
SMP Standard 3 HANCOCK
GROUNDWATER RECHARGE COMPUTATIONS
DiBlase-Parfee St
Salem,MA
Detention Pond Hancock Project No. 8735
Parameter units Value comment
111a 04 HE U.N.!"
Predevelopment soils, hydrologic group B
Required runoff depth to recharge IN 0.25 A=0.40; B=0.25
C=0.10; D--waived
Connected impervious area added AC 0.4 ry
REQUIRED RUNOFF VOLUME AC-FT 0.008 post development
TO RECHARGE impervious areas
CF 363
Design volume provided via:
detention pond CF 620
DESIGN VOLUME PROVIDED CF 620
AC-FT 0.01
OPERATION & MAINTENANCE PLAN
DEFINITIVE SUBDIVISION
PARLEE STREET EXTENSION
SALEM, MASSACHUSETTS
Pursuant to Permitting Requirements
under
Massachusetts Department of Environmental Protection
Stormwater Management Policy
Massachusetts wetlands Protection Act (MGL Chapter 131, Section 40)
Hancock Engineering Assoc.
235 Newbury Street
Danvers, Massachusetts
01923
November 27, 2001
1. INTRODUCTION
The following Operation and Management Plan has been prepared on
behalf of Ledgewood Hills Realty Trust, Parlee Street Extension, Salem, MA, to
satisfy permitting requirements under the Massachusetts Department of
Environmental Protection Stormwater Management Policy. As such, the Plan
contains operation and management procedures recommended within the DEP
publication: Stormwater Management, Volume Two: Stormwater Technical
Handbook, March 1997.
2. STORMWATER MANAGEMENT SYSTEM OWNER (DURING CONSTRUCTION
ONLY)
Ledgewood Hills Realty Trust
P.O. Box 780
Lynnfield, Ma 01940
(978) 844-7026
3. PARTY RESPONSIBLE FOR OPERATION AND MAINTENANCE (DURING
CONSTRUCTION ONLY)
Ledgewood Hills Realty Trust
P.O. Box 780
Lynnfield, Ma 01940
(978) 844-7026
4. MAINTENANCE TASKS AND SCHEDULE
The following section identifies routine and non-routine maintenance
tasks for the proposed stormwater management, along with associated
schedules for inspection and maintenance.
4.1 CONSTRUCTION PERIOD
All efforts will be made to avoid impacts to nearby wetland areas. During
the construction period, the erosion control methods as presented on the site
plan will be installed and periodically inspected to check sedimentation,
minimize the exposure of areas, and revegetate or stabilize exposed soils as
soon as possible. Structural and vegetative methods will be used to minimize
erosion and control any sedimentation that may occur. All activities within the
plan will adhere to Soil Conservation Service guidelines, as well as the
specifications detailed by DEP in the publication Protecting Water Quali in
Urban Areas (Minnesota Pollution Control Agency, 1989. Published by: Office
of the Massachusetts Secretary of State, Michael Joseph Connolly, Secretary).
The following measures will be employed.
4.1.1 General Notes
• The construction contractor shall maintain all sedimentation and erosion
control structures throughout the project site for the duration of the
construction. These devices will be inspected and maintained on a daily
basis.
• The proposed plan will minimize the exposure of areas during
construction in order to minimize the erosion process. In addition,
exposed areas will be stabilized and revegetated as soon as possible. No
earthmoving activities will take place prior to the establishment of
erosion and sedimentation control measures.
• Deposited sediment collected by the erosion control measures will be
removed periodically, and the condition of the siltation barrier will be
maintained until such time that the site has been adequately stabilized
with permanent grass cover or pavement.
• Areas that will be bare for a period of more than one month, but less than
twelve months, will be stabilized by means of appropriate temporary
vegetative cover. The cover will be one or a mixture of the following fast-
growing grasses: annual ryegrass, sudangrass, millet, winter rye.
0
• Proposed swales and other drainage structures on-site will be inspected
regularly and cleaned of accumulated sediment, grit, and other debris as
needed in order to maximize effectiveness.
4.1.2 Construction Sequencing and Erosion Control
• erosion control barrier will be installed and functioning at the
limits of construction.
• The proposed earthwork areas will be cleared and grubbed.
• All slopes greater than 3:1 shall be seeded and mulched and
installed within 72 hours of completion.
• All swales and ditches with slopes exceeding 5% shall be stabilized
with jute netting.
• Pavement subgrade areas shall be constructed, followed by
placement of subbase in all areas to be paved. Install utilities.
Place pavement base courses and compact. Install fence
surrounding detention pond.
• All pavement areas to be stabilized immediately after grading.
Begin temporary and permanent seeding and mulching. All cut
and fill slopes shall be seeded and mulched immediately after
construction of these areas. The maximum area allowed to be
disturbed and left unstabilized is two acres per drainage area.
• Bituminous concrete pavement to be placed.
• Temporary diversion channels to be constructed as required.
• Daily or as required, construct temporary berms, drainage ditches,
silt fences, haybales, etc. Mulch and seed as required.
• No permanent planting to be placed prior to 1 May nor after 1
September.
• All disturbed areas shall be stabilized with fast-growing grass and
mulch, and not left bare for more than 30 days nor over the winter
months.
• Complete permanent seeding and landscaping.
• All swales shall be properly stabilized before directing flow to them.
• After site is sufficiently stabilized by vegetation or pavement,
remove temporary control measures and accomplish final clean-
up.
4.2 POST-CONSTRUCTION AND LONGTERM MAINTENANCE (CITY OF SALEM)
4.2.5 Roof Maintenance (INDIVIDUAL HOME OWNER)
The roof will be inspected on a biannual basis in order to maintain it's
condition. The roof will be repaired as specified by the manufacturer
where chipping, wear, or other defects are observed in the surface.
A
4. PRE-DEVELOPMENT DRAINAGE.
HANCOCK JOB
Survey Associates,Inc. SHEET NO. OF
235 Newbury Street,Danvers,MA 01923
(978)777-3050 Fax(978)774-7816 CALCULATED BY DATE
❑12 Farnsworth Street ❑626 Main Street
Boston,MA 02210 Bolton,MA 01740 CHECKED BY DATE
(617)350-7906 (978)779-6767
SCALE
.. _...tf\sem._
oto
......
'yl
DUCT iM-1 ,Wk SAj MI lPoo0.v1
JaCd luL iho i»-ula lklJn, eaKLnn S1. , JHLiSM, MA nAl J"l.
TYPE II 24-HOUR RAINFALL= 3 .5 IN
Prepared by Applied Microcomputer Systems 23 Aug 01
3ydroCAD 4 . 00 000833 (c) 1986-1995 Applied Microcomputer Systems
NATERSHED ROUTING
1
O5UBCPTCHMENT F� REACH QPOND 1 LINK
Vpliu va nV . ytyaacP91Wi]Ll Jy . ,J[iLlll•l, l•!tl 15111Jy .
TYPE+IIy24-HOUR RAINFALL= 3 .5 IN
Prepared by Applied Microcomputer Systems 27 Aug 01
BydroCAD 4 00 000833 (c) 1986-1995 Applied Microcomputer Systems
SUBCATCHMENT 1
PEAK= 1 .4 CFS @ 12 . 12 HRS, VOLUME= . 11 AF
ACRES CN SCS TR-20 METHOD
1 . 65 66 EXIST WOODLAND/POOR COVER TYPE II 24-HOUR
.06 98 EXIST GRANITE OUTCROPS RAINFALL= 3 .5 IN
1 . 71 67 SPAN= 10-20 HRS, dt= . 1 HRS
Method Comment Tc (mini
rR-55 SHEET FLOW Segment ID: 18 .2
goods : Dense underbrush n= . 8 L=88 ' P2=2 . 8 in s=.11
SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 9
Forest w/Heavy Litter Kv=2 .5 L=155 ' s= . 13 ' / ' V= . 9 fps
Total Length= 243 ft Total Tc= 21 . 1
Ja Ga LUL {}O �JJ-L1IS1liAl5Vaxj Im15 J"1 SALiSMMA hAlb.f.
TYPE II 24-HOUR RAINFALL= 4 .8 IN
Prepared by Applied Microcomputer Systems 23 Aug 01
3ydroCAD 4 .00 000833 (c) 1986-1995 Applied Microcomputer Systems
gATERSHED ROUTING
1
OSUBCRTCHMENT F� REACH ZLPDND LINK
JaLa LVL Ykllt41S8 JL . , aku,rd I, PIH 8la1Jl .
TYPE II 24-HOUR RAINFALL= 4 .8 IN
Prepared by Applied Microcomputer Systems 27 Aug 01
YvdroCAD 4 . 00 000833 (c) 1986-1995 Applied Microcomputer systems
SUBCATCHMENT 1
PEAK= 2 . 9 CFS @ 12 .11 HRS, VOLUME= .21 AF
ACRES CN SCS TR-20 METHOD
1 . 65 66 EXIST WOODLAND/POOR COVER TYPE II 24-HOUR
. 06 98 EXIST GRANITE OUTCROPS RAINFALL= 4 .8 IN
1 . 71 67 SPAN= 10-20 HRS, dt= .l HRS
4ethod Comment Tc (min)
PR-55 SHEET FLOW Segment ID: 18 . 2
Hoods : Dense underbrush n= . 8 L=88 ' P2=2 . 8 in s= .11
SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 9
Forest w/Heavy Litter KV=2 .5 L=155 ' s= . 13 ' / ' V= . 9 fps
Total Length= 243 ft Total Tc= 21. 1
JctLQ 1Vi Tfu /JJ-✓1u 1sa.7 ia/ Ylllcl. n J1 . / JIiLzm, 1.I XSA-LJ1 .
TYPE II 24-HOUR RAINFALL= 8 .4 IN
?repared by Applied Microcomputer Systems 17 Aug 01
ivdroCAD 4 - 0Q 000833 (c) 1986-1995 Applied Microcomputer Systems
gATERSHED ROUTING
1
OSUBCATCHMENT F� REACHPOND LINK
VQ 6Ca aVi nV / uiu iliJ l)l Cl'ytllLy i] Jll JLilJlil•1l Pili f]A1J1 .
TYPE II 24-HOUR RAINFALL= 8 .4 IN
Prepared by Applied Microcomputer Systems 27 Aug 01
4ydroCAD 4.Q0 000833 (c.). 1986-1995 Applied Microcomputer Systems
SUBCATCHMENT 1
PEAK= 8 . 1 CFS @ 12 . 10 HRS, VOLUME= .58 AF
ACRES CN SCS TR-20 METHOD
1 . 65 66 EXIST WOODLAND/POOR COVER TYPE II 24-HOUR
. 06 98 EXIST GRANITE OUTCROPS RAINFALL= 8 .4 IN
1 . 71 67 SPAN= 10-20 HRS, dt= . 1 HRS
Method Comment Tc (min)
PR-55 SHEET FLOW Segment ID: 18 .2
goods : Dense underbrush n= . 8 L=88 ' P2=2 .8 in s= . 11
SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 2 . 9
orest w/Heavy Litter Kv=2 .5 L=155 ' s= . 13 ' / ' V= . 9 fps
Total Length= 243 ft Total Tc= 21 .1
5 POST-DEVELOPMENT DRAINAGE.
HANCOCK JOB
Survey Associates,Inc. SHEET NO. OF
235 Newbury Simi,Danvers,MA 01923
(978)777-3050 Fax(978)776-7816 CALCULATED BY DATE
❑12 Farnsworth Street 11626 Main Street
Boston,MA 02210 Bolton,MA 01740 CHECKED BY DATE
(617)350.7906 (978)779-6767 -
SCALE
. ..........
UN
hi
it IOtt Poi l'+rok5MN1 PS1(Ptlkil
uaua 1-ii *0 /JJ-L1D1HJtS-YHKLtS1S Jl. , AHLISM, 1YlA PKVV.
TYPE II 24-HOUR RAINFALL= 3 .5 IN
Prepared by Applied Microcomputer Systems 7 Jun 02
HVdroCAD 4 . 00 000833 (c) 1986-1995 Applied Microcomputer Systems
4ATERSHED ROUTING
Q O
4❑ FQE-- ❑3
O �❑
3
F O
O
y
OSOBCRTCHMENT F-] REACH Q POND LINK
U0.l.a +_vi }�ai.i�-uiu lflJia-r[-aatif]Ll J1 , J1111]Cl, 1•I!3 Y1CVY.
TYPE II 24-HOUR RAINFALL= 3 .5 IN
Prepared by Applied Microcomputer Systems 7 Jun 02
HVdroCAD 4 00 000833 (c) 1986-1995 Applied Microcomputer Systems
SUBCATCHMENT 1 RIGHT SIDE ROADWAY
PEAK= 1 . 1 CFS @ 11 . 85 HRS, VOLUME= . 05 AF
ACRES CN SCS TR-20 METHOD
.18 98 ROAD & DRIVEWAYS TYPE II 24-HOUR
. 02 61 LAWN RAINFALL= 3 .5 IN
. 05 98 1/2 ROOF AREAS SPAN= 10-20 HRS, dt= .1 HRS
.25 95
Method Comment T (min)
rR-55 SHEET FLOW Segment ID: 4
Smooth surfaces n= . 011 L=22 ' P2=2 . 8 in s= . 02
SHALLOW CONCENTRATED/UPLAND FLOW . 9
Paved Kv=20 . 3282 L=292 ' s= . 0674 ' / ' V=5 .28 fps
----------
Total Length= 314 ft Total Tc= 1 .3
3UBCATCBNEWT 2 LEFT SIDE ROADWAY
PEAK= 1 . 1 CFS @ 11 . 87 HRS, VOLUME= . 05 AF
ACRES CN SCS TR-20 METHOD
. 14 98 ROAD & DRIVEWAY TYPE II 24-HOUR
.32 61 LAWN RAINFALL= 3 .5 IN
.04 98 ROOF AREAS SPAN= 10-20 HRS, dt= .1 HRS
.50 74
4ethod Comm nt Tc (min)
rR-55 SHEET FLOW Segment ID: .4
Smooth surfaces n= . 011 L=22 ' P2=2 . 8 in s= . 02
SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 9
?aved Kv=20 . 3282 L=300 ' s= .0674 ' / ' V=5 .28 fps
Total Length= 322 ft Total Tc= 1 .3
'UBCATCHMENT 3
PEAK= .3 CFS @ 12 . 04 HRS, VOLUME= . 02 AF
ACRES CN SCS TR-20 METHOD
.38 66 WOODLAND/POOR COVER TYPE II 24-HOUR
RAINFALL= 3 . 5 IN
SPAN= 10-20 HRS, dt= . 1 HRS
4ethod Comment
Tc (min)
(R-55 SHEET FLOW Segment ID: 14 .4
floods : Dense underbrush n= . 8 L=90 ' P2=2 . 8 in s= .2067
'HALLOW CONCENTRATED/UPLAND FLOW Segment ID: .7
'hort Grass Pasture Kv=7 L=93 ' s= . 114 ' / ' V=2 . 36 fps
Total Length= 183 ft Total Tc= 15 . 1
�a�a ivi {}O /JJ-L1D1HJ15-YH1CLMm ox . , oHLEW, Pl- rxvr.
TYPE II 24-HOUR RAINFALL= 3 .5 IN
Prepared by Applied Microcomputer Systems 7 Jun 02
ivdroCAD 4 . 00 000833 (c) 1986-1995 Applied Microcomputer Systems
SUBCATCHMENT 4
PEAK= .5 CFS @ 11 . 96 HRS, VOLUME= . 03 AF
ACRES CN SCS TR-20 METHOD
. 68 61 LAWN TYPE II 24-HOUR
RAINFALL= 3 .5 IN
SPAN= 10-20 HRS, dt= . 1 HRS
Method Comment Tc (min)
rR-55 SHEET FLOW Segment ID: 6 . 0
3rass : Short n= . 15 L=25 ' P2=2 . 8 in s= . 005
SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1. 0
?orest w/Heavy Litter Kv=2 .5 L=86 ' s= . 3 ' / ' V=1 .37 fps
Total Length= 111 ft Total Tc= 7 . 0
SUBCATCHMENT 5 1/2 OF INDIVIDUAL ROOF SURFACE
PEAK= . 1 CFS @ 11 . 82 HRS, VOLUME= 0 . 00 AF
ACRES CN SCS TR-20 METHOD
. 02 98 1/2 OF MAX. ROOF SURFACE TYPE II 24-HOUR
RAINFALL= 3 . 5 IN
SPAN= 10-20 HRS, dt= . 1 HRS
4ethod Comment Tc (min)
CR-55 SHEET FLOW Segment ID: , 1
smooth surfaces n= . 011 L=15 ' P2=2 . 8 in s= .33
SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 3
?aved Kv=20 .3282 L=22 ' s=. 005 ' / ' V=1 . 44 fps
Total Length= 37 ft Total Tc= .4
VC1LQ 1V1 nv /:J.l-l./iD 1t]J B-ttl1CL88 ax . , VYXuv.
TYPE II 24-HOUR RAINFALL= 3 .5 IN
Prepared by Applied Microcomputer Systems 7 Jun 02
HydroCAD 4 . 00 000833 (c) 1986-1995 Applied Microcomputer Systems
REACH 1
Qin = 1 . 1 CFS @ 11 . 85 HRS, VOLUME= . 05 AF
Qout= 1 . 1 CFS @ 11 . 85 HRS, VOLUME= . 05 AF, ATTEN= OW, LAG= . 1 MIN
DEPTH END AREA DISCH
(FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD
0 . 0 0 . 0 0 . 0 PEAK DEPTH= .30 FT
. 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 0 FPS
. 2 . 1 .4 LENGTH= 8 FT TRAVEL TIME = 0 . 0 MIN
. 3 . 2 1 . 0 SLOPE= . 02 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS
. 7 . 6 4 .2
. 8 . 7 4 . 9
. 9 . 7 5 . 4
. 9 . 8 5 .4
1 . 0 . 8 5 .4
1 . 0 . 8 5 . 0
REACH 2
Qin = 1 . 1 CFS @ 11 . 87 HRS, VOLUME= . 05 AF
Qout= 1 . 1 CFS @ 11 . 87 HRS, VOLUME= . 05 AF, ATTEN= Oo, LAG= . 1 MIN
DEPTH END AREA DISCH
(FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD
0 . 0 0 . 0 0 . 0 PEAK DEPTH= .30 FT
. 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 1 FPS
. 2 . 1 .4 LENGTH= 16 FT TRAVEL TIME _ . 1 MIN
. 3 .2 1 . 0 SLOPE= . 02 FT/FT SPAN= 10-20 HRS, dt= .1 HRS
. 7 . 6 4 . 2
. 8 . 7 4 . 9
. 9 . 7 5 .4
. 9 . 8 5 .4
1 . 0 . 8 5 .4
1 . 0 .8 5 . 0
REACH 3
Qin = 2 . 2 CFS @ 11 . 86 HRS, VOLUME= . 10 AF
Qout= 2 .2 CFS @ 11 . 86 HRS, VOLUME= . 10 AF, ATTEN= 0%, LAG= . 1 MIN
DEPTH END AREA DISCH
(FT) (SO-FT) (CFS) 18" PIPE STOR-IND+TRANS METHOD
0 . 0 0 . 0 0 . 0 PEAK DEPTH= .37 FT
. 2 .1 . 3 n= . 013 PEAK VELOCITY= 6 . 0 FPS
. 3 .3 1 . 3 LENGTH= 24 FT TRAVEL TIME _ . 1 MIN
. 5 .4 2 . 9 SLOPE= . 02 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS
1 . 1 1 .3 12 .4
1 . 2 1 .5 14 . 5
1 . 4 1 . 7 15 . 8
1 . 4 1 . 7 16 . 0
1 . 5 1 . 8 15 . 8
1 . 5 1 . 8 14 . 9
TYPE II 24-HOUR RAINFALL= 3 .5 IN
Prepared by Applied Microcomputer Systems 7 Jun 02
4ydroCAD 4 . 00 000833 (c) 1986-1995 Agplied Microcomputer Systems
[2EACH 4
Qin = . 8 CFS @ 12 . 04 HRS, VOLUME= . 10 AF
Qout= . 8 CFS @ 12 . 04 HRS, VOLUME= . 10 AF, ATTEN= 0%, LAG= . 1 MIN
DEPTH END AREA DISCH
(FT) (SO-FT) (CFS) 8" PIPE X 2 STOR-IND+TRANS METHOD
0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 20 FT
. 1 0 . 0 . 1 n= . 011 PEAK VELOCITY= 4 .5 FPS
. 1 . 1 .4 LENGTH= 24 FT TRAVEL TIME _ . 1 MIN
.2 . 2 . 8 SLOPE= . 02 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS
.5 . 5 3 .4
.5 . 6 3 . 9
. 6 . 7 4 .3
. 6 . 7 4 .3
. 6 . 7 4 . 3
. 7 . 7 4 . 0
- - TYPE II 24-HOUR RAINFALL= 3 .5 IN
Prepared by Applied Microcomputer Systems 7 Jun 02
3vdroCAD 4 . 00 000833 (c) 1986-1995 Applied Microcomputer Systems
POND 1
Qin = 2 .3 CFS @ 11 . 87 HRS, VOLUME= . 12 AF
Qout= .8 CFS @ 12 . 04 HRS, VOLUME= . 10 AF, ATTEN= 64%, LAG= 10 . 3 MIN
Qpri= .8 CFS @ 12 .04 HRS, VOLUME= . 10 AF
Qsec= 0 .0 CFS @ 0 . 00 HRS, VOLUME= 0 . 00 AF
ELEVATION AREA INC.STOR CUM. STOR STOR-IND METHOD
(FT) (SF) (CF) (CF) PEAK STORAGE = 2033 CF
100 . 5 700 0 0 PEAK ELEVATION= 101 . 7 FT
101 . 0 1780 620 620 FLOOD ELEVATION= 103 . 0 FT
102 . 0 2557 2169 2789 START ELEVATION= 100 . 5 FT
103 . 0 3387 2972 5761 SPAN= 10-20 HRS, dt= . 1 HRS
# ROUTE INVERT OUTLET DEVICES
1 P 101 . 0 ' 8" ORIFICE/GRATE
Q= . 5 PI r^2 SQR(2g) SQR (H-r)
2 S 102 . 9 ' 10' BROAD-CRESTED RECTANGULAR WEIR
Q=C L H"1.5 C=O, 0, 0, 3 . 51, 3 .48, 3 .42 , 3 .48, 3 . 57
3 P 102 . 5 ' 24" HORIZONTAL ORIFICE/GRATE
Q= .S Area SQR(2gH)
Primary Discharge
-1=Orifice/Grate
3=Orifice/Grate
Secondary Discharge
L-2=Broad-Crested Rectangular Weir
POND 2 INDIVIDUAL ROOFTOP INFILTRATION SYSTEM
Qin = .1 CFS @ 11 . 82 HRS, VOLUME= 0 . 00 AF
Qout= 0 .0 CFS @ 11 . 60 HRS, VOLUME= 0 . 00 AF, ATTEN= 89%, LAG= 0 . 0 MIN
ELEVATION AREA INC. STOR CUM.STOR STOR-IND METHOD
(FT) (SF) (CF) (CF) PEAK STORAGE = 82 CF
100 .5 42 0 0 PEAK ELEVATION= 102 .5 FT
103 . 7 42 134 134 FLOOD ELEVATION= 104 . 7 FT
104 . 7 1 22 156 START ELEVATION= 100 .5 FT
SPAN= 10-20 HRS, dt= . l HRS
# ROUTE INVERT OUTLET DEVICES
1 P 100 .5 ' EXFILTRATION
Q= . 01 CFS at and above 100 . 6 '
nv . ox . , Jl zpj, Vu rave.
TYPE II 24-HOUR RAINFALL= 4.8 IN
Prepared by Applied Microcomputer Systems 7 Jun 02
HydrOCAD 4 . 00 000833 (c) 1986-1995 Applied Microcomputer Systems
3UBCATCH4ENT 1 RIGHT SIDE ROADWAY
PEAK= 1 . 5 CFS @ 11 . 85 HRS, VOLUME= .07 AF
ACRES CN SCS TR-20 METHOD
. 18 98 ROAD & DRIVEWAYS TYPE II 24-HOUR
. 02 61 LAWN RAINFALL= 4 . 8 IN
. 05 98 1/2 ROOF AREAS SPAN= 10-20 HRS, dt= .1 HRS
. 25 95
Method Comment T (min)
CR-55 SHEET FLOW Segment ID: .4
Smooth surfaces n= . 011 L=22 ' P2=2 . 8 in s= . 02
SHALLOW CONCENTRATED/UPLAND FLOW .9
?aved Kv=20 .3282 L=292 ' s= . 0674 ' / ' V=5 .28 fps
Total Length= 314 ft Total Tc= 1 . 3
3UBCATCHMENT 2 LEFT SIDE ROADWAY
PEAK= 1 . 9 CFS @ 11 . 86 HRS, VOLUME= . 08 AF
ACRES CN SCS TR-20 METHOD
. 14 98 ROAD & DRIVEWAY TYPE II 24-HOUR
.32 61 LAWN RAINFALL= 4 . 8 IN
.04 98 ROOF AREAS SPAN= 10-20 HRS, dt= . 1 HRS
.50 74
4ethod Comment Tc (min)
CR-55 SHEET FLOW Segment ID: .4
Smooth surfaces n= . 011 L=22 ' P2=2 . 8 in s= .02
SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 9
?aved Kv=20 . 3282 L=300 ' s=. 0674 ' / ' V=5 . 28 fps
Total Length= 322 ft Total Tc= 1 .3
3UBCATCHMENT 3
PEAK= . 7 CFS @ 12 .03 HRS, VOLUME= . 05 AF
ACRES CN SCS TR-20 METHOD
.38 66 WOODLAND/POOR COVER TYPE II 24-HOUR
RAINFALL= 4 . 8 IN
SPAN= 10-20 HRS, dt= . 1 HRS
Igthod Comment Tc (min)
M-55 SHEET FLOW Segment ID: 14 .4
foods : Dense underbrush n= . 8 L=90 ' P2=2 . 8 in s= .2067
SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 7
Short Grass Pasture Kv=7 L=93 ' s= . 114 ' / ' V=2 . 36 fps
Total Length= 183 ft Total Tc= 15 . 1
1cLl.Ct 1U1 {r0 /JJ-L1D1HJlS-tHRL88 Ol . , J L-1, vl t1 Vt.
TYPE II 24-HOUR RAINFALL= 4 .8 IN
?repared by Applied Microcomputer Systems 7 Jun 02
lydroCAD 4 00 000833 (c) 1986-1995 Applied Microcomputer Systems
;UBCATCHMENT 4
PEAK= 1 .2 CFS @ 11 . 94 HRS, VOLUME= . 06 AF
ACRES CN SCS TR-20 METHOD
. 68 61 LAWN TYPE II 24-HOUR
RAINFALL= 4 . 8 IN
SPAN= 10-20 HRS, dt= . 1 HRS
Hethod Comment Tc (min)
PR-55 SHEET FLOW Segment ID: 6 . 0
3rass : Short n= . 15 L=25 ' P2=2 . 8 in s= . 005
;HALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 . 0
?crest w/Heavy Litter Kv=2 . 5 L=86 ' s= . 3 ' / ' V=1 .37 fps
Total Length= 111 ft Total Tc= 7 . 0
3UBCATCHMENT 5 1/2 OF INDIVIDUAL ROOF SURFACE
PEAK= . 1 CFS @ 11 . 82 HRS, VOLUME= . 01 AF
ACRES CN SCS TR-20 METHOD
. 02 98 1/2 OF MAX. ROOF SURFACE TYPE II 24-HOUR
RAINFALL= 4 . 8 IN
SPAN= 10-20 HRS, dt= . 1 HRS
4ethod Comment Tc (min)
CR-55 SHEET FLOW Segment ID: . 1
Smooth surfaces n= . 011 L=15 ' P2=2 . 8 in s= . 33
SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 3
?aved Kv=20 . 3282 L=22 ' s= . 005 ' / ' V=1 .44 fps
Total Length= 37 ft Total Tc= .4
1Q 1.0. 1Vl 'RV /JJ - LL{-Jy LI-ClytLl]l] IJ 1 , Jt]11J.'Jl•1, 1'Yf C1<VC .
TYPE II24-HOURRAINFALL= 4 .8 IN
?repared by Applied Microcomputer Systems 7 Jun 02
iydroCAD 4 . 00 000833 (c) 1986-1995 Applied Microcomputer Systems
2EACH 1
Qin = 1 .5 CFS @ 11 . 85 HRS, VOLUME= . 07 AF
Qout= 1 .5 CFS @ 11 . 85 HRS, VOLUME= . 07 AF, ATTEN= 00W. , LAG= . 1 MIN
)EPTH END AREA DISCH
(FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD
0 . 0 0 . 0 0 . 0 PEAK DEPTH= .36 FT
. 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 5 . 7 FPS
.2 . 1 .4 LENGTH= 8 FT TRAVEL TIME = 0 . 0 MIN
.3 .2 1 . 0 SLOPE= . 02 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS
.7 . 6 4 .2
. 8 . 7 4 . 9
. 9 . 7 5 .4
. 9 . 8 5 .4
1 . 0 . 8 5 .4 .
1 . 0 . 8 5 . 0
ZEACH 2
Qin = 1 .9 CFS @ 11 . 86 HRS, VOLUME= . 08 AF
Qout= 1 . 9 CFS @ 11 . 86 HRS, VOLUME= . 08 AF, ATTEN= 0%, LAG= . 1 MIN
)EPTH END AREA DISCH
_(FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD
0 . 0 0 . 0 0 . 0 PEAK DEPTH= .40 FT
. 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 6 . 1 FPS
.2 . 1 .4 LENGTH= 16 FT TRAVEL TIME = 0 . 0 MIN
. 3 . 2 1 .0 SLOPE= .02 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS
. 7 . 6 4 . 2
. 8 . 7 4 . 9
. 9 . 7 5 .4
. 9 . 8 5 .4
1 . 0 . 8 5 .4
1 . 0 . 8 5 . 0
2EACH 3
Qin = 3 .4 CFS @ 11 . 86 HRS, VOLUME= . 16 AF
Qout= 3 .4 CFS @ 11 .86 HRS, VOLUME= . 16 AF, ATTEN= 0%, LAG= . 1 MIN
)EPTH END AREA DISCH
(FT) (SO-FT) (CFS) 18" PIPE STOR-IND+TRANS METHOD
0 . 0 0 . 0 0 . 0 PEAK DEPTH= .47 FT
.2 . 1 .3 n= . 013 PEAK VELOCITY= 6 . 8 FPS
.3 . 3 1 .3 LENGTH= 24 FT TRAVEL TIME _ . 1 MIN
.5 .4 2 . 9 SLOPE= . 02 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS
1 . 1 1 . 3 12 .4
1 . 2 1 . 5 14 . 5
1 .4 1 . 7 15 . 8
1 .4 1 . 7 16 . 0
1 .5 1 . 8 15 . 8
1 . 5 1 . 8 14 . 9
TYPE II 24-HOUR RAINFALL= 4.8 IN
?repared by Applied Microcomputer Systems 7 Jun 02
4ydroCAD 4 . 00 000833 (c) 1986-1995 Applied Microcomputer Systems
ZEACH 4
Qin = 1 . 3 CFS @ 12 . 05 HRS, VOLUME= . 18 AF
Qout= 1 . 3 CFS @ 12 . 06 HRS, VOLUME= . 18 AF, ATTEN= lo, LAG= . 7 MIN
DEPTH END AREA DISCH
(FT) (SO-FT) (CFS) 8" PIPE X 2 STOR-IND+TRANS METHOD
0 . 0 0 . 0 0 .0 PEAK DEPTH= . 25 FT
. 1 0 . 0 . 1 n= . 011 PEAK VELOCITY= 5 .3 FPS
. 1 . 1 .4 LENGTH= 24 FT TRAVEL TIME _ .1 MIN
. 2 .2 . 8 SLOPE= . 02 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS
. 5 .5 3 .4
. 5 . 6 3 . 9
. 6 . 7 4 .3
. 6 .7 4 .3
. 6 . 7 4 .3
. 7 . 7 4 . 0
Jaca Lor No 6-r. , 6PJ Em, MA YRUY.
TYPE II 24-HOUR RAINFALL= 4 .8 IN
Prepared by Applied Microcomputer Systems 7 Jun 02
HvdroCAD 4 . 00 000833 (c) 1986-1995 Applied Microcomputer Systems
POND 1
Qin = 3 . 7 CFS @ 11 . 87 HRS, VOLUME= . 20 AF
Qout= 1 .3 CFS @ 12 . 05 HRS, VOLUME= . 18 AF, ATTEN= 66%, LAG= 10 . 8 MIN
Qpri= 1 .3 CFS @ 12 . 05 HRS, VOLUME= . 18 AF
Qsec= 0 .0 CFS @ 0 . 00 HRS, VOLUME= 0 . 00 AF
ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD
(FT) (SF) (CF) (CF) PEAK STORAGE = 3252 CF
100 . 5 700 0 0 PEAK ELEVATION= 102 .2 FT
101. 0 1780 620 620 FLOOD ELEVATION= 103 . 0 FT
102 . 0 2557 2169 2789 START ELEVATION= 100 .5 FT
103 . 0 3387 2972 5761 SPAN= 10-20 HRS, dt= . 1 HRS
# ROUTE INVERT OUTLET DEVICE
1 P 101 . 0 ' 8" ORIFICE/GRATE
Q= . 5 PI r"2 SQR (2g) SQR(H-r)
2 S 102 . 9 ' 10 ' BROAD-CRESTED RECTANGULAR WEIR
Q=C L H^1 .5 C=O, 0, 0, 3 .51, 3 .48, 3 .42, 3 .48, 3 . 57
3 P 102 .5 ' 24" HORIZONTAL ORIFICE/GRATE
Q= .S Area SQR(2gH)
Primary Discharge
-1=Orifice/Grate
3=Orifice/Grate
Secondary Discharge
I-2=Broad-Crested Rectangular Weir
?OND 2 INDIVIDUAL ROOFTOP INFILTRATION SYSTEM
Qin = . 1 CFS @ 11 . 82 HRS, VOLUME= . 01 AF
Qout= 0 . 0 CFS @ 11 .50 HRS, VOLUME= . 01 AF, ATTEN= 92%, LAG= 0 . 0 MIN
ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD
(FT) (SF) (CF) (CF) PEAK STORAGE = 125 CF
100 . 5 42 0 0 PEAK ELEVATION= 103 .5 FT
103 . 7 42 134 134 FLOOD ELEVATION= 104 . 7 FT
104 . 7 1 22 156 START ELEVATION= 100 .5 FT
SPAN= 10-20 HRS, dt= . 1 HRS
ROUTE INVERT OUTLET DEVICES
1 P 100 . 5 ' EXFILTRATION
Q= . 01 CFS at and above 100 . 6 '
JCILCL 1V1 Try i.»-uiu irwa-rruca,nn J1 , JLfLnll, ll!i YRVY.
TYPE II 24-HOUR RAINFALL= 8 .4 IN
?,repared by Applied Microcomputer Systems 7 Jun 02
iydroCAD 4 . 00 000833 (c) 1986-1995 Applied Microcomputer Systems
3UBCATCHMENT 1 RIGHT SIDE ROADWAY
PEAK= 2 . 7 CFS @ 11 . 84 HRS, VOLUME= . 13 AF
ACRES CN SCS TR-20 METHOD
. 18 98 ROAD & DRIVEWAYS TYPE II 24-HOUR
. 02 61 LAWN RAINFALL= 8 .4 IN
.05 98 1/2 ROOF AREAS SPAN= 10-20 HRS, dt= . 1 HRS
.25 95
Aethod Comment Tc (min)
CR-55 SHEET FLOW Segment ID: . 4
>mooth surfaces n= . 011 L=22 ' P2=2 . 8 in s= . 02
SHALLOW CONCENTRATED/UPLAND FLOW . 9
?aved Kv=20 .3282 L=292 ' s= . 0674 ' / ' V=5 . 28 fps
Total Length= 314 ft Total Tc= 1 . 3
3UBCATCHMENT 2 LEFT SIDE ROADWAY
PEAK= 4 .4 CFS @ 11 . 86 HRS, VOLUME= . 20 AF
ACRES CN SCS TR-20 METHOD
. 14 98 ROAD & DRIVEWAY TYPE II 24-HOUR
.32 61 LAWN RAINFALL= 8 .4 IN
. 04 98 ROOF AREAS SPAN= 10-20 HRS, dt= . l HRS
. 50 74
gethod Comment Tc (min)
CR-55 SHEET FLOW Segment ID: .4
>mooth surfaces n= .011 L=22 ' P2=2 . 8 in s= .02
SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 9
?aved Kv=20 .3282 L=300 ' s= . 0674 ' / ' V=5 .28 fps
Total Length= 322 ft Total Tc= 1 . 3
3UBCATCHMENT 3
PEAK= 2 . 1 CFS @ 12 . 02 HRS, VOLUME= . 13 AF
ACRES CN SCS TR-20 METHOD
.38 66 WOODLAND/POOR COVER TYPE II 24-HOUR
RAINFALL= 8 .4 IN
SPAN= 10-20 HRS, dt= . 1 HRS
Igthod Comment Tc (min)
CR-55 SHEET FLOW Segment ID: 14 .4
floods : Dense underbrush n= . 8 L=90 ' P2=2 . 8 in s= . 2067
SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: . 7
>hort Grass Pasture Kv=7 L=93 ' S= . 114 ' / ' V=2 . 36 fps
Total Length= 183 ft Total Tc= 15 . 1
Jaua Lv, J, . , J[f vj, vr1 .
TYPE II 24-HOUR RAINFALL= 8 .4 IN
?repared by Applied Microcomputer Systems 7 Jun 02
1ydroCAD 4 . 00 000833 (c) 1986-1995 Applied Microcomputer Systems
3UBCATCHMENT 4
PEAK= 3 . 9 CFS @ 11 . 92 HRS, VOLUME= . 19 AF
ACRES CN SCS TR-20 METHOD
. 68 61 LAWN TYPE II 24-HOUR
RAINFALL= 8 .4 IN
SPAN= 10-20 HRS, dt= . 1 HRS
4ethod Comment Tc (min)
CR-55 SHEET FLOW Segment ID: 6 . 0
Grass : Short n= . 15 L=25 ' P2=2 . 8 in s= . 005
;HALLOW CONCENTRATED/UPLAND FLOW Segment ID: 1 . 0
Forest w/Heavy Litter Kv=2 .5 L=86 ' s= .3 ' / ' V=1 . 37 fps
Total Length= 111 ft Total Tc= 7 . 0
>UBCATCHMENT 5 1/2 OF INDIVIDUAL ROOF SURFACE
PEAK= .2 CFS @ 11 . 82 HRS, VOLUME= . 01 AF
ACRES CN SCS TR-20 METHOD
.02 98 1/2 OF MAX. ROOF SURFACE TYPE II 24-HOUR
RAINFALL= 8 .4 IN
SPAN= 10-20 HRS, dt= . 1 HRS
4ethod Comment Tc (min)
CR-55 SHEET FLOW Segment ID: . 1
Smooth surfaces n= . 011 L=15 ' P2=2 . 8 in s= . 33
SHALLOW CONCENTRATED/UPLAND FLOW Segment ID: .3
?aved Kv=20 . 3282 L=22 ' s= .005 ' / ' V=1 .44 fps
Total Length= 37 ft Total Tc= .4
TYPE II 24-HOUR RAINFALL= 8 .4 IN
?repared by Applied Microcomputer Systems 7 Jun 02
IVdroCAD 4 00 000833 (c) 1986-1995 Applied Microcomputer Systems
LEACH 1
Qin = 2 . 7 CFS @ 11 . 84 HRS, VOLUME= . 13 AF
Qout= 2 . 7 CFS @ 11 . 85 HRS, VOLUME= . 13 AF, ATTEN= 0%, LAG= . 1 MIN
)EPTH END AREA DISCH
(FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD
0 . 0 0 . 0 0 . 0 PEAK DEPTH= .50 FT
. 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 6 . 6 FPS
.2 . 1 .4 LENGTH= 8 FT TRAVEL TIME = 0 . 0 MIN
.3 .2 1 . 0 SLOPE= . 02 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS
. 7 . 6 4 .2
. 8 . 7 4 . 9
. 9 . 7 5 .4
. 9 . 8 5 .4
1 . 0 . 8 5 .4
1 . 0 . 8 5 . 0
LEACH 2
Qin = 4 .4 CFS @ 11 . 86 HRS, VOLUME= .20 AF
Qout= 4 .4 CFS @ 11. 86 HRS, VOLUME= .20 AF, ATTEN= 0%, LAG= . 1 MIN
)EPTH END AREA DISCH
(FT) (SO-FT) (CFS) 12" PIPE STOR-IND+TRANS METHOD
0 .0 0 .0 0 . 0 PEAK DEPTH= . 68 FT
. 1 0 . 0 . 1 n= . 013 PEAK VELOCITY= 7 . 1 FPS
.2 . 1 .4 LENGTH= 16 FT TRAVEL TIME = 0 . 0 MIN
. 3 .2 1 . 0 SLOPE= . 02 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS
.7 . 6 4 .2
. 8 . 7 4 . 9
. 9 . 7 5 .4
. 9 . 8 5 .4
1 . 0 . 8 5 . 4
1 . 0 . 8 5 . 0
2EACH 3
Qin = 7 . 2 CFS @ 11 . 85 HRS, VOLUME= .33 AF
Qout= 7 . 2 CFS @ 11 . 86 HRS, VOLUME= . 33 AF, ATTEN= 0%, LAG= . 1 MIN
)EPTH END AREA DISCH
(FT) (SO-FT) (CFS) 18" PIPE STOR-IND+TRANS METHOD
0 . 0 0 . 0 0 . 0 PEAK DEPTH= .68 FT
. 2 . 1 .3 n= . 013 PEAK VELOCITY= 8 .4 FPS
. 3 . 3 1 .3 LENGTH= 24 FT TRAVEL TIME = 0 . 0 MIN
. 5 .4 2 . 9 SLOPE= . 02 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS
1 . 1 1 .3 12 .4
1 . 2 1 .5 14 . 5
1 .4 1 . 7 15 . 8
1 .4 1 . 7 16 . 0
1 . 5 1 . 8 15 . 8
1 . 5 1 . 8 14 . 9
IQLQ LV1 nVIJJ-Ll{..)1AJ1]-Cff1Wl71] J1 { JL]1J 1]{•{, {•ICl Cl\VL .
TYPE II 24-HOUR RAINFALL= 8 .4 IN
7repared by Applied Microcomputer Systems 7 Jun 02
iydroCAD 4 .00 000833 (c) 1986-1995 Applied Microcomputer Systems
ZEACH 4
Qin = 8 .2 CFS @ 11 . 92 HRS, VOLUME= .43 AF
Qout= 4 . 0 CFS @ 12 . 00 HRS, VOLUME= .43 AF, ATTEN= 50%, LAG= 4 . 5 MIN
)EPTH END AREA DISCH
(FT) (SO-FT) (CFS) 8" PIPE X 2 STOR-IND+TRANS METHOD
0 . 0 0 . 0 0 . 0 PEAK DEPTH= . 67 FT
. 1 0 . 0 . 1 n= . 011 PEAK VELOCITY= 6 .5 FPS
. 1 . 1 .4 LENGTH= 24 FT TRAVEL TIME _ . 1 MIN
.2 .2 . 8 SLOPE= . 02 FT/FT SPAN= 10-20 HRS, dt= . 1 HRS
.5 .5 3 .4
.5 . 6 3 . 9
. 6 . 7 4 .3
. 6 . 7 4 .3
. 6 . 7 4 .3
. 7 . 7 4 . 0
as _v_ r
nv . uiu...ra.>aa-r��a oA . , oe 1.1, rum acy.
TYPEJII 24-HOUR RAINFALL= 8 .4 IN
Prepared by Applied Microcomputer Systems 7 Jun 02
�iydroCAD 4 . 00 000833 (c) 1986-1995 Applied Microcomputer Systems
POND 1
Qin = 8 .2 CFS @ 11 . 87 HRS, VOLUME= . 46 AF
Qout= 8 .2 CFS @ 11 . 92 HRS, VOLUME= .43 AF, ATTEN= 0%, LAG= 3 . 5 MIN
Qpri= 8 .2 CFS @ 11 . 92 HRS, VOLUME= .43 AF
Qsec= 0 . 0 CFS @ 0 . 00 HRS, VOLUME= 0 . 00 AF
ELEVATION AREA INC. STOR CUM. STOR STOR-IND METHOD
(FT) (SF) (CF) (CF) PEAK STORAGE = 5006 CF
100 . 5 700 0 0 PEAK ELEVATION= 102 . 7 FT
101. 0 1780 620 620 FLOOD ELEVATION= 103 . 0 FT
102 . 0 2557 2169 2789 START ELEVATION= 100 . 5 FT
103 . 0 3387 2972 5761 SPAN= 10-20 HRS, dt= . 1 HRS
4 ROUTE INVERT OUTLET DEVICES
1 P 101 . 0 ' 8" ORIFICE/GRATE
Q= . 5 PI r^2 SQR(2g) SQR (H-r)
2 S 102 . 9 ' 10' BROAD-CRESTED RECTANGULAR WEIR
Q=C L H"1 . 5 C=O, 0, 0, 3 .51, 3 .48, 3 .42, 3 .48, 3 . 57
3 P 102 .5 ' 24" HORIZONTAL ORIFICE/GRATE
Q= . 5 Area SQR (2gH)
Primary Discharge
-1=Orifice/Grate
3=Orifice/Grate
Secondary Discharge
�2=Broad-Crested Rectangular Weir
'OND 2 INDIVIDUAL ROOFTOP INFILTRATION SYSTEM
Qin = .2 CFS @ 11 . 82 HRS, VOLUME= . 01 AF
Qout= 0 . 0 CFS @ 10 . 80 HRS, VOLUME= . 01 AF, ATTEN= 96%, LAG= 0 . 0 MIN
ELEVATION AREA INC.STOR CUM.STOR STOR-IND METHOD
(FT) (SF) ( F) (CF) PEAK STORAGE = 260 CF
100 . 5 42 0 0 PEAK ELEVATION= 109 .5 FT
103 . 7 42 134 134 FLOOD ELEVATION= 104 . 7 FT
104 . 7 1 22 156 START ELEVATION= 100 . 5 FT
SPAN= 10-20 HRS, dt= . 1 HRS
If ROUTE INVERT OUTLET DEVICES
1 P 100 .5 ' EXFILTRATION
Q= . 01 CFS at and above 100 . 6 '
0
1.75
46-
2. 5
62.25
2 50
O
O
000 42
V 0
N ' N Map 1
N
2-year return period
1-day precipitation accumulation
Contours drawn at intervals of 0.25 inch
3S
CN, 3.25
74 7i?
I
3.04- x 1, 13 = 3.5
Atlas of Precipitation Extremes for die Northeastern United States and Southeastern Canada 17
�> .
s.Sb
.0 32
F ...
ay ,. a5�Q5o
42-
4.25
24 25
4 /
z5 F Map 3
J 10-year return period
N 1-day precipitation accumulation
M
o b" Contours drawn at intervals of 0.25 inch
38
� a
450-� 78, 74 70
4.25x1. 13 = 4.g
Atlas of Precipitation Extremes for the Northeastern United States and Southeastern Canada 1g
\
,
> `,.
"
.5 ..,'
� Q
,
7i
w.
5 42
Map 6
100-year return period
s b 1-day precipitation accumulation
IQ
Contours drawn at intervals of 1 inch
9 ° ' 38-
8 J (78"- c, / 74 70
7.4-1
22 Atlas of Precipitation Extremes for the Northeastern United States and Southeastem Canada
2-5
Table 2-2.--Runoff curve numbers for selected agricultural, suburban, and
urban land use. (Antecedent moisture condition II, and Ia m 0.2S)
HYDROLOGIC SOIL GROUP
LAM USE DESCRIPTIQH A H C
Cultivated land!/: without conservation treatment T2 81 88 91
with conservation treatment 62 71 78 81
Pasture or range land: poor condition 68 79 86 89
good condition 39 61 74 80
Meadow: good condition 30 58 71 78
Wood or Forest land: thin stand, poor cover, no mulch 45 66 77 83
good cover!/ 25 55 70 T7
Open Spaces, lawns, parks, golf courses, cemeteries, etc.
good condition: grass cover on 75% or more of the area 39 61 74 So
fair condition: grass cover on 50% to 75% of the area 49 69 79 84
Commercial and business areas (85% impervious) 89 92 94 95
Industrial districts (72% impervious). 81 88 91 93
Residential:- F
Average lot size Average S Impervious-
. 1/8 acre or less 65 77 85 90 92
1/4 acre 38 61 T5 83 87
1/3 acre 30 5T 72 81 86
1/2 acre 25 54 70 80 85
1 acre 20 51 68 79 84
Paved parking lots, roofs, driveways, etc.s/ 98 98 98 98
Streets and roads:
paved with curbs and storm sewers!/ 98 98 98 98
gravel 76 85 89 91
dirt 72 -82 87 89
l/ For a more detailed description of agricultural land use curve numbers refer to
Haticnal Engineering Handbook, Section 4, Hydrology, Chapter 9, Aug. 1972.
Good cover is protected from grazing and litter and brush cover soil.
Curve numbers are computed assuming the runoff from the house and driveway
is directed towards the street with a minimum of roof water directed to lawns
where additional infiltration could occur. .
=/ The remaining pervious areas (lawn) are considered to be in good pasture condition
for these curve numbers.
!/ In some varmer climates of the country a curve number of 95 may be used.
Notice of Intent
i
For
17-21 Parlee Street
Salem, MA
i
i
HA CIS
li
ii
Prepared by:
HANCOCK ENVIRONMENTAL CONSULTANTS
235 Newbury Street, Danvers, MA 01923
(978) 777-3050 Fax: (978) 774-7816
HSA@hancocka ssociates.com
- -------------- ---------- _.-_-- --- ------ ---- -- --- -- --
NOTICE OF INTENT.
TO ACCOMPANY
PERMIT SITE PLAN
IN
SALEM, MA
APPLICANT:
Ledgewood Hills Realty Trust
P.O. Box 780
Lynnfield, MA 01940
OWNER:
SAME
DATE: November 27, 2001
H.S.A. NO. 8735
HANCOCK ENVIRONMENTAL CONSULTANTS
235 NEWBURY STREET— ROUTE 1
DANVERS, MA 01923
(978) 777 —3050 FAX (978) 774-4205
DIVISION OF HANCOCK SURVEY ASSOCIATES,INC.
TABLE OF CONTENTS
PAGES
NOTICE OF INTENT 1_7
FEE TRANSMITTAL FORM 8_10
PROJECT NARRATIVE 11-12
Appendix:
• LOCUS MAP
• ABUTTERS LIST
• ABUTTER NOTIFICATION
• NOTICE OF RESOURCE AREA DELINEATION
• STORMWATER MANAGEMENT CALCULATIONS (1 COPY)
• PERMIT SITE PLAN
Massachusetts Department of Environmental Protection DEP File Number:
Bureau of Resource Protection -Wetlands
WPA Form 3 — Notice of Intent Provldedby DEP
Massachusetts Wetlands Protection Act M.G.L. c. 131 40 ,. salefri
, � -- .—. .Town :.. _ ..:. _. .. .
A. General Information
1. Applicant:
Ledgewood Hills Realty Trust c/o Paul DiBiase
Name E-Mail Address(if applicable)
P.O. Box 780
Mailing Address
Lynnfield MA 01940
City/rown State Zip Code
(781) 844-7026
Phone Number Fax Number(if applicable)
2. Representative (f any):
Hancock Environmental Consultants
Firm
John G. Dick HSA hancockassociates com
Contact Name E-Mail Address(if applicable)
235 Newbury Street, Route One North
Mailing Address
Danvers MA 01923
Cityrrown State Zip Code
(978) 777-3050 (978) 774-4205
Phone Number Fax Number(if applicable)
3. Property Owner(if different from applicant):
Same
Name
Mailing Address
City/rown - State Zip Code
4. Total Fee:
(from Appendix B:Wetland Fee Transmittal Form)
5. Project Location:
17-21 Parlee Street Salem
Street Address City/rown
Map 14 Lots 39 37 48 50& 52
Assessors Map/Plat Number Parcel/Lot Number
6. Registry of Deeds:
South Essex 7020 640
County Book Page
Certificate(if Registered Land)
WPA Forth 3
Pane 1 N 8
1
Massachusetts Department of Environmental Protection DEP File Number:
Bureau of Resource Protection -Wetlands
WPA Form 3 — Notice of Intent Pr°vIdedby DEP
- .Massachusetts Wetlands Protection Act M.G.L:-c-1.31 40._.. .. own
. .,, � § _.. . Town... . .... _ . _.
A. General Information (cont.)
7. Summary of Project Impacts:
a. Is any work being proposed in the Buffer Zone?
® Yes If yes, how many square feet?
32,000 s.f.+/-
❑ No
b. List the impacts of proposed activities on each wetland resource areas(temporary and permanent
impacts, prior to restoration and mitigation):
Resource Area Size of Impact(e.g., sq. ft.)
No impacts to resource areas proposed.
B. Project Description
1. General Project Description:
The applicant is proposing the construction of a roadway extension 3 single family homes storm-
water management structures, utilities and associated grading. The work will be conducted within
the buffer zone to bordering vegetated wetland.
2. Plan and/or Map References:
Definitive Subdivision Plan, Padee Street Exten.Nn 11/27/01
Title Date
WPA Form 3
Pace 2 of 8
Massachusetts Department of Environmental Protection -DEP.File Number:
Bureau of Resource Protection -Wetlands
WPA Form 3 — Notice of Intent Provided by DEP
Salem
MassachusettsWetlandsProtection Act M.G.L. c. 131, §40 Town
C. Activities Subject to Regulation
1. a. Check the applicable resource areas if work is to be conducted in an associated Buffer Zone:
Inland Resource Areas Coastal Resource Areas
® Inland Bank ❑ Coastal Beach
❑ Barrier Beach
® Bordering Vegetated Wetland (BVW) ❑ Rocky Intertidal Shore ❑ Coastal Dune
❑ Salt Marsh ❑ Coastal Bank
b. Complete for all proposed activities located, in whole or in part, in Wetland Resource Area(s).
Inland Resource Areas:
Bordering Vegetated Wetlands: Bordering Land Subject to Flooding:
No alteration proposed N/A
Square Feet altered Volume of Flood Storage Lost(cubic feet)
Square Feet replaced Volume of Flood Storage Compensation(cubic feet)
Land Under Water Bodies: Isolated Land Subject to Flooding:
N/A N/A
Square Feet aftered Volume of Flood Storage Lost(cubic feet)
Cubic Yards dredged Volume of Flood Storage Compensation(cubic feet)
Bank:
N/A
Linear Feet aftered
Coastal Resource Areas:
Coastal Dune: Land Under Salt Pond:
N/A N/A
Square Feet aftered Square Feet altered
Cubic YardsNolume removed Cubic Yards dredged
Salt Marsh: Rocky Intertidal Zone:
N/A N/A
Square Feet aftered Square Feet altered
Coastal Bank: Designated Port Area:
WA N/A
Linear Feet altered Square Feet altered -
WPA Fom 3 Pane 3 d 8
Massachusetts Department of Environmental Protection DEP File Number:
Bureau of Resource Protection-Wetlands
WPA Form 3 — Notice of Intent Provided by DEP
Salem
Massachusetts Wetlands Protection Act M:G.L..c. 131� § Town 40
- -
C. Activities Subject to Regulations (cont.)
Fish Run: Land Containing Shellfish:
N/A N/A
Linear Feet altered - Square Feet altered
Land Subject to Coastal Storm Flowage: Beach:
N/A N/A
Square Feet altered Square Feet altered
Land Under Ocean:
N/A
Square Feet altered -
Cubic Yards dredged
Riverfront Area:
a. Name of Waterway (if available):
N/A
b. Width of Riverfront Area (check one):
❑ 25 ft.- Designated Densely Developed Areas only
❑ 100 ft. - New agricultural projects only
❑ 200 ft. -All other projects
c. Describe how the Mean Annual High-Water Line was determined:
N/A
d. Distance of proposed activity closest to the Mean Annual High-Water line:
N/A
Feet
e. Total area of Riverfront Area on the site of the proposed project:
N/A
Square Feet
f. Proposed alteration of the Riverfront Area:
Total Square Feet Square Feet within 100 ft. - Square Feet between 100 R and 11]0 ft.
WPA Form 3
Paw 4d8
Massachusetts Department of Environmental Protection DEP File Number:
Bureau of Resource Protection -Wetlands
WPA Form 3 — Notice of Intent -Provided by DEP
Salem
t a Massachusetts Wetlands Protection Act M.G.L. c. 131 §40
C. Activities Subject to Regulation (cont.)
2. Check all methods used to delineate the Bordering Vegetated Wetland (BVW) boundary:
® Final Order of Resource Area Delineation issued by Conservation Commission or DEP (attached)
❑ DEP BVW Field Data Form (attached)
❑ Final Determination of Applicability issued by Conservation Commission (attached)
❑ Other Methods for Determining the BVW boundary (attach documentation):
❑ 50% or more wetland indicator plants
❑ Saturatedfinundated conditions exist
❑ Groundwater indicators
❑ Direct observation
❑ Hydric soil indicators
❑ Credible evidence of conditions prior to disturbance.
3. a. Is any portion of the proposed project located in estimated habitat as indicated on the most
recent Estimated Habitat Map of State-Listed Rare Wetland Wildlife published by the Natural
Heritage and Endangered Species Program?
❑ Yes If yes, include proof of mailing or hand delivery of NOI to
Natural Heritage and Endangered Species Program
Division of Fisheries and Wildlife
Route 135, North Drive
Westborough, MA 01581
® No
2000-2001
Date of Map
b. Is any portion of the proposed project within an Area of Critical Environmental Concern (ACEC)?
❑ Yes If yes, provide name of ACEC (see Appendix D for ACEC locations):
® No
c. Is any portion of the site subject to a Wetlands Restriction Order under the Inland VYetlands
Restriction Act (M.G.L. c. 131, §40A) or the Coastal Wetlands Restriction Act (M.G.L. c. 130, § 105)?
❑ Yes
® No
WPA Fo.3 Peae 5 d 8
Massachusetts Department of Environmental Protection DEP File Number:
Bureau of Resource Protection -Wetlands '
WPA Form 3 - Notice of Intent Provided by DEP
.. Salem
y Massachusetts Wetlands Protection Act M.G.L. c.131, §40_ . __ Town
D. Performance Standards
1. Is any portion of the proposed activity eligible to be treated as a limited project subject to 310 CMR
10.24 or 310 CMR 10.53?
❑ Yes If yes, describe which limited project applies to this project:
® No
2. Is any activity within any Resource Area or Buffer Zone exempt from performance standards of the
wetlands regulations, 310 CMR 10.00.
❑ Yes If yes, describe which exemption applies to this project:
® No
3 a. Is the project located in the Riverfront Area?
❑ Yes If yes, indicate the proposed project purpose:
® No ❑ Single Family House ❑ Industrial Development
❑ Residential Subdivision ❑ Commercial Development
❑ Transportation ❑ Other(describe)
b. Was the lot where the activity is proposed created prior to August 1, 1996?
® Yes
❑ No
4. a. Describe how the project will meet all performance standards for each of the resource areas
altered, including standards requiring consideration of alternative project design or location. Attach
narrative and supporting documentation.
b. Is this project exempt from the DEP Stonnwater Policy?
❑ Yes If yes, explain why the project is exempt:
® No If no,stormwater management measures are required. Applicants are encouraged to
complete Appendix C: Storrnwater Management Form and submit it with this form.
WPA Fmm 3
Noe 6d8
Massachusetts Department of Environmental Protection DE?File Number:
Bureau of Resource Protection -Wetlands
WPA Form 3 - Notice of Intent -Provided by DEP
Massachusetts Wetlands.Protection Act M.G.L..c. 131, 40 _ Salem
= _ § --town
E. Additional information
Applicants must include the following with this Notice of Intent(NOI):
• USGS or other map of the area (along with a narrative description, if necessary), containing sufficient
information for the Conservation Commission and the Department to locate the site.
• Plans identifying the location of proposed activities (including activities proposed to serve as a
Bordering Vegetated Wetland (BVW) replication area or other mitigating measure) relative to the
boundaries of each affected resource area.
• Other material identifying and explaining the determination of resource area boundaries shown on
plans (e.g., a DEP BVW Field Data Forth).
• List the titles and final revision dates for all plans and other materials submitted with this NOI.
F. Fees
The fees for work proposed under each Notice of Intent must be calculated and submitted to the
Conservation Commission and the Department(see Instructions and Appendix B.Wetland Fee
Transmittal Form).
No fee shall be assessed for projects of the federal government,the Department, or cities and towns of
the Commonwealth.
Applicants must submit the following information (in addition to pages 1 and 2 of Appendix B)to confirm
fee payment:
1//26 /OZ
Check Number Chec dam _
X"?e1 Ls
Payor name on check � Applic4A name(if different from payor) Cl
G. Signatures and Submittal Requirements
I hereby certify under the penalties of perjury that the foregoing Notice of Intent and accompanying
plans, documents, and supporting data are true and complete to the best of my knowledge. I understand
that the Conservation Commission will place notification of this Notice in a local newspaper at the
expense of the applicant in accordance with the wetlands regulations, 310 CMR 10.05(5)(a).
1 further certify under penalties of perjury that all abutters were notified of this application, pursuant to the
requirements o .L. c. 131, §40. Notice must be made in writing by hand delivery or certified mail
(return recei re ested)to lab ers within 100 feet of the property line of the project location.
i e of A plicant Date /
S' nat re of Property Owner(if different) ` ate
Signature of Representative(if any) Date
NRA Forth 3
- Paae 7 of 8
Massachusetts Department of Environmental Protection
Bureau of Resource Protection -Wetlands
WPA Appendix B.— Wetland Fee Transmittal Form
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
A. Applicant Information
1. Applicant:
Ledgewood Hills Realty Trust
Name
P.O. Box 780
Mailing Address -
LLynnfleld MA 01940
Cayrrown State Zip Code
(978) 844-7026
Phone Number
2. Property Owner(if different):
SAME
Name
Mailing Address
City/Town State Zip Code
Phone Number
3. Project Location:
17-21 Parlee Street Salem
Street Address Cityrrown
B. Fees
Abbreviated Notice of Resource Area Delineation (Form 4A):
The fee is calculated as follows (check applicable project type):
❑ single family house project
X $1.00=
(feet of BVW) Total fee(not to exceed$100)
❑ all other projects
X$1.00=
(feet of BVW) Total fee(not to exceed$1,000)
State share of filling fee:
(12 of total fee less$12.50)
City/Town share of filling fee:
(12 of total fee plus$12.50)
Massachusetts Department of Environmental Protection
Bureau of Resource Protection -Wetlands
WPA Appendix B — Wetland Fee Transmittal Form
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40
B. Fees (cont.)
Abbreviated Notice of Intent (Form 4) or Notice of Intent (Form 3):
The fee should be calculated using the following six-step process and worksheet:
Step 1/Type of Activity: Describe each type of activity(see Section D for a list of activities)that will
occur in wetland resource area and buffer zone.
Step 2/Number of Activities: Identify the number of each type of activity.
Step 3/individual Activity Fee: Identify each activity fee from the six project categories in Section D.
Step 4/Subtotal Activity Fee: Multiply the number of activities (identified in Step 2)times the fee per
category(identified in Step 3)to reach a subtotal fee amount. Note: If any of these activities are in a
Riverfront Area in addition to another Resource Area or the Buffer Zone,the fee per activity should
be multiplied by 1.5 and then added to the subtotal amount.
Step 5/rotal Project Fee: Determine the total project fee by adding the subtotal amounts from Step 4.
Step 6/Fee Payments: To calculate the state share of the fee,divide the total fee in half and subtract
$12.50. To calculate the city/town share of the fee, divide the total fee in half and add $12.50.
Step 1/Type of Activity Step 2/Number Step 3/Individual Step 4/Subtotal
of Activities Activity Fee Activity Fee
Category 2a: Single family home roadway 3 $250 $750
util@ies,stormwater structures and grading
Step S/Total Project Fee:$750
Step 6/Fee Payments:
Total Project Fee:$750
(Total fee from Step 5)
State share of filing fee:$362.5
(lrz total fee less$12.50)
$387.5
City/Town share of filling fee:(irz total fee plus$1 z.50)
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THIS CHECK IS IN PAYMENT OF THE FOLLOWING 4609
VINCENT DIBIASE, INC.
P.O.BOX 780 537163/2113
LYNNFIELD,MA 01940
_ lvt/ DOLLARS CHECK y
PAY AMOUNT
pq TO THEO ROF CHECK NO. DESCRIPTION _
$ -;T7 _
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THE WARREN FIVE
PEABODY,MA
B'00460911' ►,: 7i638t: 14901978911'
#8735
PROJECT NARRATIVE
Project Activities
The applicant is hereby submitting a Notice of Intent to the Salem Conservation
Commission for the proposed construction of a roadway extension, 3 single family
homes, stormwater management structures,utilities, and associated grading. The
roadway will be an extension of Parlee Street. Work will be conducted within the buffer
zone to bordering vegetated wetland. At this time, the development of three single family
homes is being proposed. The lots, as shown on the site plan, have been in existence
since the 1950's. Stormwater management structures, including a detention pond,
roadway drainage infrastructure and roof infiltration trenches have been designed in
accordance with the DEP Stormwater Management Policy Guideline. Drainage
calculations are included with the Notice of Intent submission.
Wetland Resource Areas
Bordering Vegetated Wetland
A bordering vegetated wetland (BVW) and resource area was identified and flagged on
the subject property by Rimmer Environmental Consulting in September 2000. Inland
bank associated with an intermittent stream also exists on the subject property. Resource
area boundaries were approved under an Order of Resource Area Delineation issued by
the Salem Conservation Commission on June 28, 2001. A copy of the Order is attached.
Estimated Habitat
The subject property is not located within mapped estimated habitat of rare wildlife and
certified vernal pools (see Salem Quad map).
Measure to Protect Wetland Resource Areas
All efforts will be made to avoid impacts to wetland areas adjacent to the proposed
project. During the construction period, a sedimentation and erosion control plan will be
followed to check sedimentation, minimize the exposure of areas, and revegetate or
stabilize exposed soils as soon as possible. Structural and vegetative methods will be
used to minimize erosion and control any sedimentation that may occur. All activities
within the plan will adhere to Soil Conservation Service guidelines, as well as the
specifications detailed by DEP in the publications: Protecting Water Quality in Urban
Notice oflntent 1 Parlee Street
Salem„A1A
Areas (Minnesota Pollution Control Agency, 1989. Published by: Office of the
_ Massachusetts Secretary of State, Michael Joseph Connolly, Secretary).
Limit of Work
In order to protect wetland areas adjacent to the project, boundaries of work zone and
wetland areas will be staked and flagged conspicuously. Prior to construction, an erosion
control barrier of double-staked haybales and filter fabric will be erected at the limit of
work in Buffer Zone between wetland areas and all construction.
Earthmoving and Land Grading Activities
The proposed plan will minimize the exposure of areas during construction in order to
minimize the erosion process. In addition, exposed areas will be stabilized and
revegetated as soon as possible. No earthmoving activities will take place prior to the
establishment of erosion and sedimentation control measures.
All grading work will incorporate practices to minimize erosion of the land. Sharp
breaks in the grade of embankments will be avoided. In addition, the top and toe of the
slopes of embankments will be rounded to blend with the adjacent land.
Sedimentation and Erosion Control
Control of erosion and the resulting sedimentation will be achieved through the use of
structural and vegetative methods. At the limits of work in the vicinity of wetlands, an
erosion control barrier of double-staked haybales and filter fabric will be installed.
Deposited sediment collected by the erosion control measures will be removed
periodically, and the condition of the haybales will be maintained until such time that the
site has been adequately stabilized.
Notice of Intent 1 Parlee Street
Salem„MA
APPENDIX
31
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I,1:28:53AM Abutters List
ParcellD Location Owner Co-Owner Mailing Address City State Zip
14-0031-0 2335 DELLSTREET -6ALGM-GFP&eFeQ. 1oa)
14-0032-0 13 DELL STREET MORRIS MARION BARNET C/O SARA FREEDLAND PO BOX 453 WOODBURY CT 06798
14-0033-0 2836 DELL STREET ;ALEM 6ri+OF
14-0034-0 26 DELL STREET DIBIASE UGO I/ / 10 LOOKOUT TERR LYNNFIELD MA 01940
14.0035-0 2224 . DELL STREET ^" eF 1//
14-0036-0 26 PARLEE STREET BULYGA MICHAEL ,EWLYGA MARY 414 JEFFERSON AVE SALEM MA 01970
14-0037-0 22 PARLEE STREET DIBIASE SALEM REALTY RUST✓DIBIASE UGO TR 10 LOOKOUT TERR LYNNFIELD MA 01940
14-0038-0 -20 PARLEE STREET LAZARIDES HARRY BARBARA 64 PIERPONT ST PEABODY MA 01960
14-0039-0 18 PARLEE STREET - DIBIASE UGO TR 10 LOOKOUT TERR LYNNFIELD MA 01940
14-0040-0 1 MALONE DRIVE R&c REALTY TRUST JAMES RONALD A TR 1 MALONE DR SALEM MA 01970
14-0047-0 15 PARLEE STREET TURNER JOHN T ' LINDA M 15 PARLEE ST SALEM MA 01970
14-0048-0 PARLEE STREET DISIASESALEM-REALTY-TRti$T�DIBIASE UGO TR 10 LOOKOUT TERR LYNNFIELD MA 01940
14-0049-0 PARLEE STREET KARAKOUDAS GEORGE A �/ P 0 BOX 5737 SALISBURY MA 01952
14.0050-0 17 PARLEE STREET Dl81ASE-SAEEM-REAL#FRIi. LASE UGO TR 10 LOOKOUT TERR LYNNFIELD MA 01940
14-0051-0 19 PARLEE STREET GEORGILAKIS PETER J ETALI 1/C/O GEORGILAKIS HELEN 51A BRIDGE ST SALEM MA 01970
14-0052-0 21 PARLEE STREET -RyST DIBIASE UGO TR 10 LOOKOUT TERR LYNNFIELD MA 01940
14-0053-0 20 DELL STREET 10 LOOKOUT TERR LYNNFIELD MA 01940
14-0054-0 16 18 DELL STREET SA6EM-Ctfi1`@F
14-0055.0 14 DELL STREET SHNEIDER BESSIE C/O CHATIS SHIRLEY 26 EVANS RD PEABODY MA 01960
14-0057.0 29 CROWDIS STREET LORD DONALD J MARY 29 CROWDIS ST SALEM MA 01970
14-0058-0 31 CROWDIS STREET SANTERRE MARY P 31 CROWDIS ST SALEM MA 01970
14-0059-0 33 CROWDIS STREET 105 CROWDIS SALEM REAL R PASQUARELLO C A 33 CROWDIS ST SALEM MA 01970
14-0060-0 3537 - CROWDIS STREET ALANTZAS NICHOLAS ALANTZAS ETHEL 35-37 CROWDIS STREET SALEM MA 01970
14-0061-0 3941 CROWDIS STREET BEATON PETER L BEATON CHARLOTTE A 39 CROWDIS ST SALEM MA 01970
14-0062-0 43 CROWDIS STREET ANARPET REALTY CORP - 26 VALLEY ST SALEM MA 01970
14-0144-0 6 10 DELL STREET SALEM CITY OF
/-a f15 End of Report
/y 30, 31"33) 35, 5y/ 1y'1
#8735
Notification to Abutters Under the Massachusetts Wetlands Protection Act
In accordance with the second paragraph of the Massachusetts General Laws Chapter 131, Section 40, you are
hereby notified of the following.
A The name of the applicant is Ledgewood Hills Realty Trust
B. The applicant has filed a Notice of Intent with the Conservation Commission for the Municipality of
Salem seeking to remove,fill,dredge or alter an Area Subject to Protection Under
the Wetlands Protection Act(General Laws Chapter 131, Section 40).
Activities Proposed: The applicant is proposing to construct a roadway, 3 houses, stormwater management
structures, utilities and perform associated grading. Portions of the proposed activities will be conducted
within the buffer zone to bordering vegetated wetlands.
C. The Address of the Lot where the activity is proposed is 17-21 Parlee Street(end of existing Parlee St.)
D. Copies of the Notice of Intent may be examined at Salem Conservation Commission
between the hours of See and Below on the following days of the week:
For more information,call:
Check one: This is the applicant representative ❑,or other (specify): Commission
Name of Representative: Hancock Environmental Consultants
E. Copies of the Notice of Intent may be obtained,for a fee,from either(check one)the applicant 0,or the
applicant's representative [U by calling this telephone number (978)-777-3050
between the hours of 8 AM and 4 PM on the following days of the week: M—F
F. Information regarding the date,time,and place of the public hearing may be obtained from:
Salem Conservation Commission
by calling this telephone number 978-745-9595 between the hours of SEE and BELOW
on the following days of the week: M-W 84,Th.8-7,Fri.8-1
Check one: This is the applicant ❑,representative U, or other LYJ(specify): Conservation Commission
NOTE: Notice of the public hearing, including its date, time and place,will be published at least five
(5)days in advance in the Salem Evening News
(name of newspaper)
NOTE: Notice of the public hearing,including its date,time and place, will be posted in the City or Town Hall not
less than forty-eight(48)hours in advance.
NOTE: You also may contact your local Conservation Commission or the nearest Department of Environmental
Protection Regional Office for more information about this application or the Wetlands Protection Act.
To contact DEP calL•
Central Region: 508-792-7650 Northeast Region:978-661-7600
Southeast Region: 508-946-2700 Western Region:413-784-1100
.11/26/01 MON 13:25 FAX - - It 002
Ir
- Massachusetts Department of Environmental Protection DEP File Number-
Bureau
umberBureau of Resource Protection -Wetlands
64-319
WPA Form 4B — Order of Resource Area Delineation Provided by DEP
Massachusetts Wetlands Protection Act M.G.L:'a`131,§40 "
I '
A. General Information
i Important:
When filling out From:
forms on the Salem
computer,use
only the tab Conservation Commission
key to move This Issuance is for(check one):
your cursor-
do not use the -
return key. ® Order of Resource Area Delineation
VQ ❑ Amended Order of Resource Area Delineation
To:Applicant: Property Owner(if different from applicant):
n Bartlett and Steadman Co. Same (See attached letter)
Name Name
R67 Village Street
Mailing Address Mailing Address
Marblehead MA 01945
Cdyrrown slate Zip Code Cdy/rown State Zip Code
1. Project Location:
Dell St., Padee St., Circle Hill Rd. Salem
Street Address City/Town
Maps 9& 14 259&30, 31, 33 35 54 144
Assessors Map/Plat Number Parcel/Lot Number
2. Title and Date of Final Plans and Other Documents:
Resource Area Plan, Salem MA, Prepared by Eastern Land Survey Rev. May 31,2001
Associates Inc., Prepared for Bartlett&Steadman Co. Final Date(or Revised Date,if applicable)
3. Dates:
April 12, 2001 June 28,2001 June 26, 2001
Date Notice of Intent Filed Date Public Hearing Closed Date of Issuance
VRA F.415
R.,01/00 P4ae 1.13
11/26/01 MON 13:26 FAX 0003
Massachusetts Department of Environmental Protection DEP File Number
Bureau of Resource Protection -Wetlands
-319
WPA Form 46 — Order of Resource Area Delineation sav
Provided by DEP'
Massachusetts Wetlands Protection Act M.G.L. C. 131, §40 '
B. Order of Delineation
The Conservation Commission has determined the following(check whichever is applicable):
I
❑ Accurate: The boundaries described on the referenced plan(s)above and in the Abbreviated Notice
of Resource Area Delineation are accurately drawn for the following resource area(s):
j ❑Bordering Vegetated Wetlands
❑Other Resource Area(s),specifically:
® Modified:The boundaries described on the plan(s)referenced above, as modified by the
Conservation Commission from the plans contained in the Abbreviated Notice of Resource Area
Delineation, are accurately drawn from the following resource area(s):
® Bordering Vegetated Wetlands
❑ Other Resource Area(s), specifically:
❑ inaccurate:The boundaries described on the referenced plan(s)and in the Abbreviated Notice of
Resource Area Delineation were found to be inaccurate and cannot be confirmed for the following
resource area(s):
❑ Bordering Vegetated Wetlands
❑ Other Resource Area(s), specifically:
The boundaries were determined to be inaccurate because:
WPAFo 48
Re,ONOO Page 2 0!3
11/26/01 MON 13:26 FAX
10009
Massachusetts Department of Environmental Protection DEP F;k Number.
Bureau of Resource Protection-Wetlands
WPA Form Q — Order of Resource Area Delineation
Massachusetts Wetlands Protection Act M.G.L. c. 131, §40 Pfovd�DEP
B. Order of Delineation (cont.)
This Order of Resource Area Delineation determines the boundaries of those resource areas noted above
and is binding as to all decisions rendered pursuant to the Massachusetts Wetlands Protection Act
(M.G.L.c.131,§40)and its regulations(310 CMR 10.00)regarding such boundaries. This Order does
not, however,determine the boundaries of any resource area or Buffer Zone to any resource area no
specifically noted above, regardless of whether such boundaries are contained on the plans attached to
this Order or to the Abbreviated Notice of Resource Area Delineation.
I
This Order must be signed by a majority of the Conservation Commission. The Order must be sent by
certified mail(return receipt requested)or hand delivered to the applicant.A copy also must be mailed or
hand delivered at the same time to the appropriate DEP Regional Office(see Appendix A)
Stgna ure
l
� d /
Th' Order s valid for three years from the date of issuance.
is Or r is issued to the applicant and the property owner(if different)as follows:
by hand delivery on )X by certified mail, retum receipt requested on
Date 7�5�0
Det —
C. Appeals
The applicant,the owner, any person aggrieved by this Order, any owner of land abutting the land subject
to this Order, or any ten residents of the city or town in which such land is located,are hereby notified of
their right to request the appropriate DEP Regional Office(see Appendix A)to issue a Superseding Order
of Resource Area Delineation.The request must be made by certified mail or hand delivery to the
Department,with the appropriate filing fee and a completed Appendix E:Request for Departmental Action
Fee Transmittal Form, as provided in 310 CMR 10.03(7)within ten business days from the date of
issuance of this Order. A copy of the request shall at the same time be sent by certified mail or hand
delivery to the Conservation Commission and to the applicant, if he/she is not the appellant.
The request shall state clearly and concisely the objections to the Order which is being appealed and how
the Order does not contribute to the protection of the interests identified in the Massachusetts Wetlands
Protection Act, (M.G.L. c. 131, §40)and is inconsistent with the wetlands regulations(310 CMR 10.00).
To the extent that the Order is based on a municipal bylaw or ordinance, and not on the Massachusetts
Wetlands Protection Act or regulations,the Department of Environmental Protection has no appellate
jurisdiction.
MRA F.48
Rev.02ND
Pq 303
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u CITY OF SALEM, MASSACHUSETTS
DEPARTMENT OF PUBLIC SERVICES
120 WASHINGTON ST. - 4TH FLOOR
SALEM, MA 01970
STANLEY I. BORNSTEIN, P.E., P.L.S.
DIRECTOR OF PUBLIC SERVICES / CITY ENGINEER
STANLEY J. USOVICZ, JR. TEL. 978-745-9595 EXT. 321
MAYOR FAX 978-745-0349
FROM: Stan Bornstein P.E.,P.L.S.
TO: Kevin Cornacchio Chm.
Joseph Fumari Asst. Chm.
RE: Parlee St. Ext.
Responding to recent questions referred to this office please be advised of the following:
1. Streets are swept 16 hours a day five days a week(3pm-7am). We make a serious
effort to sweep each neighborhood every two-three weeks barring emergencies.
2. We attempt to clean catch basins annually. Problem areas are done more often.
3. Detention ponds are mowed and cleaned as required, provided they are on City
owned land. As a rule they are checked in the spring and fall plus before and after
significant storms.
4. This is a very small project and we do not envision any problems with the
proposed drainage system.
I hope this answers your questions, however please do not hesitate to contact this
office if you require additional information.
CC: Mayor
Planning Dept.-Sullivan
DiBiase
HANCOCK
Environmental Consultants
# 8735 0 235 Newbury Street
Route 1 North
Danvers,MA 01923
(978)777-3050
(978)352-7590
7 (978)283-2200
July 18, 2002
(781)6629659
FAX(978)774-7816
Paul DiBiase
0 12 Farnsworth Street
P.D. BOX 780 Boston,MA 02210
Lynnfield, MA 01940 (617)350-7906
RE: stabilization and habitat plantings
Parlee Street Extension, Salem
Dear Sir:
The Definitive Subdivision now in revision proposes approximately 5,700 square feet of
grading in proximity to Bordering Vegetated Wetlands. (No actual disturbance of
wetlands is proposed.) Much of the proposed work consists of embankments to contain
the proposed stormwater treatment basins.
The exterior slopes of the basin embankments should be periodically cut to prevent the
growth of large trees, but such cutting should be done no more frequently than every two
years. The consequent development of a dense shrub layer will provide shelter, food and
nesting sites for various wildlife species present in the adjacent wetlands and upland
buffer.
Four(4) inches of loam shall be applied to all finished slopes. An upland restoration seed
mix(catalog cut attached) shall be applied at the supplier's recommended rate, and
lightly mulched with clean straw. No watering is necessary.
The specified seed mix is designed to provide a dense layer of herbaceous plants in the
short term, while encouraging development of a low shrub cover over the course of two
or three years. All species incorporated in the specified mix are indigenous plants with
significant habitat value.
If you have any questions, please feel free to contact me.
Sincerely,
Hancock Environmental Consultants
John Dick, P.L.
land Scie t
Division of Hancock Survey Associates.Inc.
New England Wetland Plants, hic. - Seed Mixes Page 1 of 1
New England Roadside Matrix Upland Seed Mix
SPECIES
GRASSES
Creeping Red Fescue (Festuca rubra), Switchgrass (Panicum virgatum), Deertongue(Panicum clandestinum), Little Bluestein
(Schizachyrium scoparius), Indiangrass (Sorghastrum nutans), Big Bluestem(Andropogon gerardii).
WILDFLOWERS
Partridge Pea (Chamaecrista fasciculata),Wild Blue Lupine(Lupinus perennis),Silky Smooth Aster(Aster laevis), Butterfly Milkweed
(Asclepias tuberosa), Round-headed Bush Clover (Lespedeza capitata), Grey Goldenrod (Sohdago nemorahs)
SHRUBS
Gray Dogwood (Cornus racemosa),Staghorn Sumac (Rhus typhina), Silky Dogwood (Cornus amomum)
http://www.newp.com/seeds.html 07/18/2002