64-118 - 204 Highland Avenue - CONSERVATION COMMISSION mac �
J
-94
Form 5 pECER, +o. 64_118
_. (To be vavics&d M DEQE)
Salem
Commonwealth City/Tow
of Massachusetts Awioru Dr. Robert Kart
-.Order of Conditions
Massachusetts Wetlands Protection Act
G.L c. 131, §40
From Salem Conservation. Commisison
To Dr. Robert Kart same
(Name of Applicant) (Name of property owner)
Address 204 Highland Ave. Address same
This Order is issued and delivered as follows:
❑ iby delivery to applicant or representative on (date)
by certified mail, return receipt requested on (date)
This project is located at 204 Hieh1^nd Ave
The property is recorded at the Registry of Essex South
Book 6501 page 171
Certificate(it registered)
The Notice of Intent for this project was filed on August 20, 1985 (date)
'The public hearing was closed on September 26 1985 (date)
Findings
The - Cons -y; ti nn r a has reviewed the above-referenced Notice of
Intent and plans and has held a public hearing on the project Based on the information available to the
Comm'ssinn at this time, the Commigginn —hasdeterminedthat
the area on which the proposed work is to be done is significant to the following interests in accordance with
the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the
Act(check as appropriate):
D Public water supply ❑ Storm damage prevention
❑ private water supply ❑ Prevention of pollution
,� and water supply ❑ Land containing shellfish
Flood control D Fisheries
5-1
95
Therefore,the Conservation Commission hereby finds that the following conditions are
necessary, in accordance with the Performance Standards set forth in the regulations,to protect those inter-
ests checked above.The Commission orders that all work shall be performed
in accordance with said conditions and with the Notice of Intent referenced above.To the extent that the fol.
Mowing conditions modify or differ from the plans,specifications or other proposals submitted with the Notice
of Intent,the conditions shall control.
General Conditions
1. Failure to comply with all conditions stated herein,and with all related statutes and other regulatory meas-
ures,shall be deemed cause to revoke or modify this Order.
2. This Order does not grant any property rights or any exclusive privileges;it does not authorize any injury
to private property or invasion of private rights.
3. This Order does not relieve the perrnittee or any other person of the necessity of complying with all
other applicable federal,state or local statutes,ordinances, by-laws or regulations.
4. The work authorized hereunder shall be completed within three years from the date of this Order unless
either of the following apply.
(a) the work is a maintenance dredging project as provided for in the Act:or
(b) thetime for completion has been extended to a specified date more than three years, but less than
five years,from the date of issuance and both that date and the special circumstances warranting
the extended time period are set forth in this Order.
5. This Order may be extended by the issuing authority for one or more periods of up to three years each
upon application to the issuing authority at least 30 days prior to the expiration date of the Order.
6. Any fill used in connection with this project shall be Dean fifl, containing no trash, refuse, rubbish or de
bris, including but not limited to lumber, bricks, piaster,wire, lath, paper, cardboard, pipe, tires, ashes,
refrigerators, motor vehicles or parts of any of the foregoing.
7. No work shall be undertaken until ail administrative appeal periods from this Order have elapsed or, if
such an appeal has been filed, until all proceedings before the Department have been completed.
B. No work shall be undertaken until the Final Order has been recorded in the Registry of Deeds or the Land
Court for the district in which the land is located,within the chain of title of the affected property. In the
case of recorded land, the Final Order shall also be noted in the Registry's Grantor index under the name
of the owner of the land upon which the proposed work is to be done. In the case of registered land,the
Final Order shall also be noted on the Land Court Certificate of Title of the owner of the land upon which
the proposed work is to be done.The recording information shall be submitted to the COrruniss ion
on the format the end of this Order prior to commencement of the work -
9. A sign shall be displayed at the site not leas than two square feet or more than three square feet in size
bearing the words,"Massachusetts Department of Environmental Quality Engineering,
Fite Number 64-118
10. Where the Department of Environmental Quality Engineering is requested to make a determination and
to issue a Superseding Order, the Conservation Commission shall be a party to all agency proceedings
and hearings before the Department.
11. Upon completion of the work described herein,the applicant shall forthwith request in writing that-a
Certificate of Compliance be issued stating that the work has been satisfactorily completed.
12.The work shall cpnfomrto the following plans and special conditions: . -.
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96
Plans:
Title Dated Signed and Stamped by: On Re with:
Grading/Utility Places 7/9/85 A. F. Sharry III Conservation Commission
Engineering Calcu- 2/14/85 Hancock Survev Assoc.
lations - 2/15/85
7/12/85
8/8/83
Special Conditions(Use additional paper it necessary)
See'Attached
..........................................................._....._ _..................................................._............................__.......................
(Leave Space BW*) -
5-3A
x
Issued By Conservation Commission
Signature(s)
f
u / �
This Order must be signed by a majority of the Conservation Commission.
Pn F Y� 19
On M.a �l9�h day of S before me
personally appeared n SU hrt�na ,to me known to be the
regoing instrument and acknowledged that he/she exeuied
person described in and who executed the fo
the same his/her free act a d deed
- 0 %G g- 9
Notary Public My commission expires
The applicant, me owner,arry person aggriv ed by this Order.any owner of land ahrttlng the tend upon which the Roped work a to
be Cane m am ten residerhts of the oty or town in which such land a located are hereby notified of then right to request the Deoarsnern
C a vhmental Quality avineer ng to issue a Superseding Order.pro"i img the request b made by certified mail or hand delivery to
the Deoarrnent within ten days mom rive date of mmanca of this Order.A copy of the fecamw stab at the same time be sent by comfrod
maa or hand delivery to the Conservation Commz&aon and the SmAi ant.
Detach on dotted If"and submit to the �0.\'P(� �C�C1SC n K`'t� '1"1 ` �l�l'1\1'1, prior to commencement of work.
To Issuing Autnonry
please be advised that the Order of Condtbae for the moiect a
File Number has been recorded at the Registry of and
has been noted in the chain of title of the affected property in accordance with General Condition 8 on 19_
If recorded Land, the instrument number which identifies tors transaction'
It registered land,the document number which'identiries this transaction is
Applicant
Signature
5-4A
DR. KART
ORDER OF CONDITIONS
FILE #: 64-118
SPECIAL CONDITIONS:
GENERAL
1 . All work shall be in accordance with the Notice of Intent,
including supporting documentation and the above referenced plans.
2. The Conservation Commission has determined that the bordering
vegetated wetland to be significant to the Act. 0
3 . Any changes made or intended to be made in the plans shall
require the applicant to inquire of the Conservation Commission in
writing, by Registered Receipt Mail, whether the changes require Salem
Conservation Commission comments or approval.
4. As-built plans, stamped by a Registered Professional Engineer,
shall be submitted to the Commission prior to issuance of a Certificate
of Compliance.
5. The above conditions designated by a * shall remain in effect
beyond a Certificate of Compliance issued for this phase of
construction.
ALTERATIONS TO THE WETLAND
1 . Any damaged or impaired bordering vegetated wetland shall be
compensated for on a one for one, square foot for square foot basis in
the following manner:
a) The replacement areas shall function in,a manner similar to the
area that will be lost.
b) The replacement area shall have surface and ground water
elevations approximately equal to the wetland areas to be filled.
c) The overall horizontal configuration and location of the
replacement area with respect to the bank will be similar to that of the
lost area.
Page 2 -
d) The replacement area shall have an unrestricted hydraulic
connection to the same water body associated with the lost area.
e) The replacement areas shall be located within the same general
area of the waterway as the lost area.
f) Wetland area to be filled: 640 + 50 s. f.
Wetland area to be created: 970 - 50 s. f.
2. Notwithstanding the approval of plans, calculations and
supporting documents referenced as part of this Order of Conditions, the
respective discharge flows from the stream shall not be increased beyond
its present level.
3 . All replacement areas to be constructed shall be lined on their
surface with topsoil excavated from the wetlands to be filled as a
result of the project. Arrangements shall be made for storage and
protection of the topsoil after removal and before replacement.
4. At least 75% of the surface of the replacement areas shall be
re-established with indigenous wetlands plant species within two growing
seasons. Prior to vegetative re-establishment, any exposed soil in the
replacement area shall be temporarily stabilized in accordance with
"Erosion and Sedimentation Control Guidelines", Publication #13,
529-39-1000-2-84-C.R. , dated August, 1983.
5. A report shall be presented to the Conservation Commission and
the DEQE at the end of two growing seasons subsequent to the
implementation of this project indicating the amount of wetlands that
has actually been replicated/created by the construction of the
replacement areas and any associated construction or plantings. Any
compensatory wetland area which does not revegetate with characteristic
bordering vegetated wetland species over 75% of its surface area within
two growing seasons shall be re-planted with characteristic species. A
planting plan for such purposes shall be presented to and approved by
the Salem Conservation Commission prior to its implementation.
CONSTRUCTION DETAILS AND MITIGATION
1 . Prior to any construction within one hundred feet of the
wetlands as shown on the above referenced plans, an erosion control and
sedimentation barrier shall be installed between the construction site
and any down gradient bordering vegetated wetlands. The erosion
controls and sedimentation barriers shall be established in accordance
with "Erosion and Sedimentation Control Guidelines" , Publication #13 ,
529-39-1000-2-84-C.R. , dated August , 1983, and approved by the Salem
Conservation Commission or its designated agent.
G;
Page 3 —
2. Banks bordering vegetated wetlands• shall be disturbed as little
as possible. Those bank areas requiring alteration will be regraded at
a maximum slope of 1�: 1 , loamed and re—established with indigenous
vegetation. At the top of said slope, a 6 ' level pervious landscaped
zone shall be maintained. In locations where the applicant are unable
to maintain the banks as defined above, detailed plans for those
specific conditions will be submitted for Conservation Commission
approval prior to construction.
3 . If, during the course of construction, the Applicant discovers
inappropriate fill within the wetland or buffer zone, it shall be
promptly removed from the site. If said fill might be construed as
hazardous, the following steps shall be taken. The Applicant shall
immediately request a determination from the DEQE as to whether the
. material constitutes a hazardous waste. If DEQE determines the material •
to be non—hazardous, the Applicant will remove the material from the
site or dispose of the matter on site in a manner approved by the
Conservation Commission. Fill material which DEQE determines to be
hazardous shall be removed from the site within four weeks from the date
of the positive finding. The hazardous material shall be removed to an
approved facility and copies of delivery slips shall be supplied to the
Conservation Commission. Until such material is removed, the material
shall be covered and surrounded by hay bales. The Applicant shall
provide the Conservation Commission with copies of all correspondence to
and from DEQE within seven calendar days.
4. The Applicant and/or his Engineer shall promptly submit
drawings and specifications which show how both the proposed force main
and utilities shall impact the wetland areas. Such drawings and
specifications shall address the following:
a. Method of construction
b. Re—vegetation of disturbed wetlands
C. Construction materials
and shall be reviewed and approved by the Conservation Commission prior
to construction.
MAINTENANCE
1 . The Applicant, and its successors and assigns, shall be
responsible for maintenance of all drainage inlets and outlets and for
ensuring that said maintenance becomes a condition of all leasing or
ownership of the property. Copies of all such maintenance agreements
shall be forwarded to the Conservation Commission and the DEQE.
2. The Applicant, and its successors and assigns shall be
responsible for ensuring that salt (NaCl) as a deicing agent shall not
be used on the roadways.
NoN Cptl
v M'� • • e
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Salem. Massachusetts 01970
f� 5�
t�4fASS S��y
CITY OF SALEM
CONSERVATION COMMISSION
Will give a public hearing under the Wetlands Protection Act , Mass.
G.L. , Chap. 131 , Section 40, at the request of McNeil Associates,
Westwood, MA. The purpose of the hearing is to explore the effects of
the construction of 36 townhouses on Szetela Lane (Collins Cove) within
a wetlands area. The hearing will be held on Thursday, September 12,
1985, at 7 :30 p.m. , One Salem Green, second floor conference room.
CT U 1
Philip D. Moran
Chairman
August 21
CITY OF SALEM
CONSERVATION COMMISSION
Will give a public hearing under the Wetlands Protection act, Mass.
G.L. , Chap. 131 , Section 40, at the request of Dr. Robert Kart, N.E.
Veterinary Clinic, 204 Highland Ave. The purpose of the hearing is to
explore the effects of the construction of an access road and building
adjacent to a wetlands area. The hearing will be held on Thursday,
September 12, 1985, at 7 :30 p.m. , One Salem Green, second floor
conference room.
Philip D. Moran
Chairman
August 21
1
Dr. Robert J. Kart
New. England Veterinary Clinic
204 HIGHLAND AVENUE • SALEM, MASSACHUSETIS ;-_•�- •�- E;:-r
—RE,.:.d E i..
July 23, 1985 JUL 26 " '
SALEM PLANKINQ DEFT,
Conservation Commission
City of Salem
One Salem Green
Salem, Mass. 01970
Attention: Ms. Dale Yale
To Whom It May Concern:
Pursuant to my conversation with Dale Yale on July 22, 1985 1
waive the 21 day limitation on the Conservation Commission to
act on my application. It is my understanding that the
Commission does not meet in the month of August and that my
application will be on the agenda for September 12, 1985 .
Respectfully,
Robert J. Kart D.V.M.
it
•may—..__. —_ _
I 2 0 '1985
9AL,l '0L'ANNING DEPT.
ti. Ill .N>F I.I. til I.\'.\ .i �i.i�uiiiiiiiavif'/� .•�aiviiu• .
...
935-2160 DATE:
.1r,1.v 26 1985
TOWN:_ Sal Pm
ASSIGNED FILE NO: 64-118
The Division of Wetlands is in receipt of an application filed under M.G.L.
Chapter 131 , Section 40, the application is in the name of:
APPLICANT: Rohort xart _ OWNER OF LAND: Same
204 Highland Av hue
Sal am MA 01960
PROJECT LOCATION:-2Q4 Highland Avenue Salem MA
LOT:
PROJECT REVIEW
( ) The application is incomplete. No File Number will be assigned until material
checked below is submitted to this Office:
( ) Notice of Intent and Environmental ( ) Plans
Data Form
( ) Project requires the filing of a ( ) Locus
Form 3 (Notice of Intent) rather than
Form 4 (Abbreviated Notice of Intent)
WATERWAYS REVIEW
( ) Project may require a Chapter 91 License - Project has been referred to Waterways.
( Project does not require a Chapter 91 License.
ISSUANCE A OF FILE NUMBER INDICATES ONLY COMPLETENESS OF FILING SUBMITTED, NOT APPROVAL
OF THE APPLICATION.
Very truly yours,
IHlliam k Krol . P.E.
Deputy Regional Environmental Engineer
cc: Conservation Commis;ion , Town Hall, Salem, MA 01972
Hancock Survey Associates, 69 Holten Street, Danvers, MA 01923
Form 3
DEQE Fla No.
(To D,provided Dy DEDEI
!. Commonwealth C+ty?own
of Massachusetts
Appfl a t
Notice of Intent
Under the
Massachusetts Wetlands Protection Act, G.L.c. 131, §40.
and
Application for a Department of the Army Permit
Part 1:General Information
1., Location:Street Address 204 Highland Avenue, Salem, MA
Lot Number
2. Project Type Office Building-Description To construct a building narking lnt and
a driveway crossing a wetland To construct a sewer force main and a water
service connection.
3., Registry:County
Essex Current Book 6501 &Page 71
Certificate(If.Registered Land)
4. Applicant Robert Kart Tel. 745=2413
Address 204 Highland Avenue — Salem ILA n1960
5. Property owner SAME Tel.
Address
6. Representative Hancock Survey Associates Tel, 777-3050
Address 69 Holten Street — Danvers, MA
7. ` Have the Conservation Commission and the DEOE Regional Office each been sent,by certified mail or
- hand delivery, 2 copies of completed Notice of Intent,with supporting plans and documenfs?
l Yes ] No ❑
/ 3-1
8. Have an obtainable permits.variances and approvals required by local by-law been obtained?
Yes ❑ No ❑
Obtained: Applied For. Not Applied For.
Not as of this writing
j ^
9. b any porbon of the site subject to a Wetlands Restriction Order pursuant to G.L a 131,§40A or G.L
c.130,§105?,Yes ❑ No
10.Ust aY picas and supporting documents submitted with this Notice of Intent
kklentlfying
Numbedl.etter Title,Date
2466 Grading qnd TTri1ir� P1
July 9 1984
2466 Runoff calculations and culvert desi-ga /
February 15 1984
11.Check those resource areas within which work is proposed:
(a)❑ Buffer Zone
(b)l
> ❑ Bank* land Subject to Flooding, ,
® BorderingvegetatedWetland• Il Bordering
❑ Land Under Water Body 8 Waterway' ❑ Isolated
(c)Coastat
❑ Land Under the Ocean' ❑ Designated Port Area
❑ Coastal Beach ❑ .Coastal Dune -
❑. Barrier Beach ❑ Coastal Bank
❑ Rocky Intertidal Shore• ❑ Salt Marsh'---
❑ Land Under Salt Pond* ❑ land Containing Shellfish•-
❑ Fish Run'
•Likely to involve U.S.Army Corps of Engineers concurrent jurisdiction.See General Instructions for
Completing Notice of Intent. .
3.2 -
Part It:Site Description
Indicate which of the following information has been provided (on a plan,in narrative description or calcula-
tons)to dearly,completely and accurately describe existing site conditions.
Identifying
Number/Letter
(of plan,narrative
or calculations)
Natural Features:
Sole
X Vegetation
X Topography
X Open water bodies(Including ponds and lakes)
Flowing water bodies(including streams and rivers)
�— Public and priva(e surface water and ground water supplies onorwithin 100 feet of site
Maximum annual ground water elevations with dates and location of test
X Boundaries of resource areas checked under Part 1.item 11 above
Other
Man-made Features:
X Structures(such as buildings.piers,towers and headwalls)
Drainage and food control facilities at the site and immediately off the site,including
culverts and open channels (with inverts),dams and dikes
Subsurface sewage disposal systems
X Underground utllities
/ X Roadways and parking areas
X Property boundaries,easements and rights-of-way
Other
Part Ill-Work Description
Indicate which of the following information has been provided.(on a plan,in narrative description or caoula-
tons)to dearly,completely and accurately describe work proposed within each of the resource areas
checked In Part 1,item 11 above.
Identifying
Number/Letter
(of plan,narrative
or calculations)
Plainview and Cross Section of:
X Structures(such as buildings,piers,towers and headwalls)
1 X Drainage and flood control facilities,including culverts and open channels(with inverts),-
X dams and dikes
Subsurface sewage disposal systems&underground utilities
Filling,dredging and excavating,indicating volume and composition of material
Compensatory storage areas,where required in accordance with Part Ili,Section 10:57
(4)of the regulations
Other
Point Source Discharge
Description of characteristics of discharge from point source(both closed and open
channel),when point of discharge falls within resource area checked under Part 1,item
1 1 above,as supported by standard engineering calculations,data and plans,including
but not limited to the following:
3-3
1. Delineation of the drainage area contributing to the point of discharge; /
2. Pre-and post-development peak run-off from the drainage area,at the point of discharge,for at least the
10-year and 100-year frequency stone;
3. Pre-and post-development rate of infiltration contributing to the resource area checked under Part 1,item
11 above;
4. Estimated water quality characteristics of pre-and post-development run-off at the point of discharge.
Part IV.Mitigating Measures
1. Cleary,completely and accurately:describe,with reference to supporting plans and calculations where
necessary-.
(a) All measures and designs proposed to meet the performance standards set forth under each re-
source area specified in Part Ii or Part III of the reguuiadons;or
(b) why the presumptions set forth under each resauee area specified in Part nor Part In of the regula-
tons do not apply.
❑ coastal Raaovco Arm Type IdenafykVMx b*rorWW
M Meisel Bordering Vegetated Wetland of mvport douxnents
(a) 10.55.4
Bordering vegetated wetland .filled 640± sf \
Bordering vegetated wetland created 970± sf 2466 J
❑ Coastal Resource Area Type: - ldendr ing number or latter
❑ bland - - of support.docum"tS
3�i
p Coastal Resource Area Type. ldandtAv number or letter
p Hrq Bordering Land Subject to Flooding of support documents
(a) Compensatory storage not required due to the
hydraulics of the proposed culvert. 2466
2. Gleamy.completely and acaxat*desalbe.with reference to supporting plans and cakvlations where
necessarlir
(a) an measures and designs to regulate work within the Buffer Zone so as to insure thatsaid work does
not after sn area specified in Part 1.Section 10.02(1)(a)of these regulatbns;or
(b) N work in the Buffer Zone wig aftersuch an area,al measures and designs proposed to meet
l the performance standards established for the adjacent resource area specified in Part 11 or i
J Part in of these regulatlom
o Coasted Relaaea Ar,,r pe Bondara0 By 100.Foot ObaatlawyZMC klw*yM mmbra later
cl Wra Bordering Vegetated Wetland of support dowmerlts
(a) Construct and maintain a hay bale silt
check during construction. 2466 '
3.5
I-
Part V:Additional Information for a De artment of the Army Permit
I P
1. COE Application No. 2.
(to be provided by COE) (Name of waterway)
3. Names and addresses of property owners adjoining your property:
4. Docunent other project altematives P.O..other locations and/or construction methods,partladary those
that would e&rdnate the discharge of dredged or fly material into waters or wetlands).
S. 8'%0 x 11"drawings in plarMew and cross-sectiona'showing the resource area and the proposed actIv-
Ry within the resource area.Drawings must be to scale and should be Gear enough for photocopying.
Certification is required from tore Division of Water Pokj=Corrid before the Federal permit can be issued.
Certification may be obtained by gultactirtg fie Divsbn of Water Pollution Camid 1 Writer Street Boston,
Massacrfusetts 02108. /
Were the act oy wittake Mace within the area under the Mawadxwtts appro ed Coastal Zone
Management Piogarn the applic aM certifies that his pqx ed activity des v%tl and will be conducted
in a mamer that is mrtssttEM Vitt the aipv ed pcgrarn
Ir ilorrnation prvMed will be used in evaluatirg the application for a permit and s made a matter of public
record through issuance of a public notice. Dscbsure of ihs information is voluntary. Fno✓.ever 6 necewalY
information is not provided. the application cannot be posed nor can a permit be slued
I hereby certify under the pains and penalties of perjury that the foregoing Notice of Intent and accompanying
plans,dp6ymentsi and supporting d!#are true and complete,to the best of my knowled e.
t�
Sig e A 1 Date
Signature of Applicant's Representative Date
FORM "Exception to ENO Tors 4346 approved by aQUSACE. 0 Mey 1p00^.
NED 100 (TEST)
t MAY 82 -M.decorates contains • jointD.psrtsut of the Amy ad State If Mau«MNte. nOplleetien
Ipv n p.rsit to obtain p.ra.iorW. to 0or(era aorfvft/n in United Slat«..tors.Th.Office
of bloupnent and Budget(OMB) has approved t►en questions rpuird by the US Army Cerpn
of E.p...n. OMB 4.6bor 0702.0035 ud npfnH.. due of 00 S.ptesb« I967 spplin".T}l. \
st.t.me« mill be at is 6 "let type. J
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JOB
HANCOCK SURVEY ASSOCIATES, INC. /2
69 Holten Street SHEET NO. OF
DANVERS, MASSACHUSETTS 01923 CALCULATED By G' V'r DATE �6B lS flab
(617) 777.3050
CHECKED BY DATE_
i SCALE I
mil` __-• _". QZS � � � .. .......... _... . ...
........ ! aVitf
T/ME (rnv�
36352 L'F Z 35',6c l'1I,U �
.......
42s = a<F o e
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JOB
HANCOCK SURVEY ASSOCIATES, INC. )2
69 Holten Street SHEET NO. of
DANVERS, MASSACHUSE17S 01923 DATE
CALCULATED BY
(617) 7773050
CHECKED BY DATE
SCALE
7-4
-77
41,
= 30/ oa38 _ l8 r 3
pw4T2 .._ pTH2rcZ )e?o,Y �rter
CQ3 ee '1 �'R /Zoe J2 �. 1,65
514112ki/ g716k uCa ;......lC7o �12 ALcev� _�L�I' tea l
LdCILAT i `D1=PT� l ( rLOly 2�gYU/227 To 7s`�'
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JOB 2�6G
HANCOCK SURVEY ASSOCIATES, INC. y 12
69 Holten Street SHEET NO. OF
DANVERS, MASSACHUSETTS 01923 CALCULATED BY DATE
(617) 777.3050
CHECKED BY DATE_
SCALE
I, a��
h = i �
..
2 T✓`� 12z;
..... 32;
lGi3 ire ,
I Z ... . ,od38�r
klsTlr� 1��� � V�T,�oMp . �,
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ozc c �u�ix� c �-�,-tz�c�c lob
IL z I EPT �` .
IVFFT101-1
RUNOFF "COEFFICIENTS
Type of Development Runoff Coefficients
ASCE* Mdt
Business
Downtown 0. 70 - 0. 95 0. 85
Neighborhood 0.50 - 0. 70
Industrial 0. 60 - 0.85
Light 0.50 - 0.80
Heavy 0. 60 - 0.90
Railroad 'Yards 0. 26 - 0 . 35
Residential
Apartments 0.50 - 0.70
Garden Appartments, 0.60 <78 slopes
Schools &Churches 0. 70 >7% slopes
Multi-Units,attached 0. 60 - 0. 75
Multi-Units, detached 0.40 - 0. 60
Semi-Detached Residential 0. 45 <7% slopes
0. 55 >7% slopes
Single Family 0.30 - 0.50
5,000 to 7,000 sf 0.40 <7% slopes
0.50 >78 slopes
Quarter Acre Lots 0. 38 <7$ slopes,
r 0. 48. >7% slopes'
J Half Acre Lots. . F 0. 35 ' <7% slopes
0.45. slopes
Suburban 0.25 - 0..40
Parks and Cemetries . 0.10 - 0.25
Unimproved 0.10 - 0.30
Pavement
Asphalt, Concrete 0 .70 - 0.95
Brick 0. 70 - 0 . 85
Roofs 0. 70 - 0.95
Lawns, Heavy Soil 0.13 - 0 .17 <2% slopes
0.18 - 0.22 2% to 7% slopes
0.25 - 0. 35. >7% slopes
Lawns, Sandy .Soil - _ 0.05 - 0.10 <2% slopes
0.10 - 0.15. 2% to 7% slopes
0.15 0.20 >7% slopes
These coefficients apply .only- to 5 to 10-.year_.storms: .For_;
periods over 10 years, assume the coefficients are increased "
with all rainfall .over -the 10 year..storm as runoff. The ASCE
coefficients were originally developed when most streets were .
not curbed and when. drainage was in roadside swales. Given (.
curbs and storm sewers, the coefficients should be further
increased. Sandy soil-.values should be restricted to deep
sandy soils such as on Cape Cod. Sources :*ASCE Manual of
Practice No. 37 , 1970; tMontgomery County DPW, State of Md.
-24-
I
C7 0, r2_
70
00 .
—t-
60
30
. . A • I Q.gyp
. . ...
A � .COa 1` I 4� bpg i pJy I
10
m
n I �• ? qy� a �- v
kt
T.
zi
v p
• � I � Qe � 4� �p O� _
pP� A P' b0• � �P .{� 1 1
r4f p(0 �� v. O. ..:g•
i v pJ typ -
V .
Pr
A
OA
VELOCITY IN FEET PER KCOND
Velocities for upland method of estimating To
4�e7- rya -0& 2 -a6
HANCOCK SURVEY ASSOCIATES INC. JOB D
Cq 4 atTr-" .:t T- SHEET NO. OF
DANVERS, MASSACHUSETTS 01923-2877 CALCULATED BY ' � DATE /s+ g�
(617) 777-3050` (617) 662-9659
CHECKED BY ,DATE
SCALE
h �r►!� I �L Mll..t
r`
t2 t F G I L W 50 c t
tz
v oo
I
Ro
Ic
I I i
ff �
IO l �✓
L V tPITtoy
-1-
ol� E. o�- 'Grp ►-t-fC�. � ►_,�J,: ___..
, ::�4,e7_ f/�,_,q ,* 2�6G
Table 4/Conveyance Factors—Pipe Arch �� ff oP
(D Span Rise Span Rise IMPORTANT NOTE:
Conveyance Pipe Description (In.) (in.) Conveyance Pipe Description (In.) (In.) If helical pipe is used
with recorrugated
33 1/2 x22/3-A 17 13 3890 21/2 x9-A 10:3•: 6'9" ends, conveyance
50 Y2 x 226-A 21 15 �4270 21/2 x 9-A 10'9" 6'10" value must be de-
A At
69 �a x22/3-H 17 13 4560 21/2 x9-A 11'1" 7'0" creased by
75 Y2 x 22h-A 24 18 4850 2Yz x 9-A 115' T1"
90 %6 x 22h-H 21 15 5150 21/2 x 9-A 11'9" 7'2"
102 Y2 x 22A-A 28 20 5460 21/2 x 9-A 12'3" TY
118 3ia x 22h-H 24 18 5780 21/2 x 9-A 12'7" 7'5" _
150 1/2 x 22/3-H 28 20 6100 21/2 x 9-A 12"1" TV -
179 1/2 x 22A-A 35 24 6810 21/2 x 9-A 13'1" 8'2"
249 1/2 x 22h-H 35 24 7228 2Y2 x 9-A 13'1" 8'4"
301 Y2 x22A-A 42 29 - 7590 2Y2 x9-A 13'11" 8'5"
396 Y2 x 22h-H 42 29 8022 21/z x 9-A 14'0" 8'7"
436 1/2 x 22/3-A 49 33 8953 21/2 x 9-A 13'11" 9'5"
524 1/2 x 22h-H 49 - 33 9443 21/2 x 9-A 14'3" 9'7" ,
648 1/2 x 22/3-A 57 38 9937 21/2 x 9-A 14'8" 9'8"
778 1/2 x22A-H 57 38 10449 2Y2 x9-A 14'11" 9'10'.
907 1/z x 2%-A 64 43 10980 21/2 x 9-A 15'4" 10'0"
1088 Vz x 22A-H 64 43 11531 21/2 x 9-A 15'7" 10'2'
1156 1/2 x 2%-A 71 47 12085 21/2 x 9-A 16'1" 10'4"
1321 - 1/2 x 22h-H 71 47 12674 21/2 x 9-A 16'4" 10'6" -
7 1310 21/2 x 9-A 6'2" 510" 13666 21/2 x 9-A 16'9" 10'8'
1515 1/2 x 22A-A 77 52 14315 21/z x 9-A 17'0" 10'10"
1480 21/2 x 9-A 67' 4'11" 14969 21/2 x 9-A 17'3" 11'0"
1720 - 21/2 x 9-A 67" 5'8" 15626 21/2 x 9-A 17'9" 11'2"
1731 1/2 x 2%-H 77 52 16323 21/2 x 9-A 18'0" 11'4"
1900 21/2 x 9-A 6'11" 519" 17005 21/2 x 9-A 18'5" 11'6"
1946 Y2 x 22A-A 83 57 17745 2Y2 x 9-A 18'8" 11'8" -
2090 21/2 x 9-A _ TY 5'11" 18472 21/2 x 9-A 19'2" 11'9'
2221 Y2 x 2%-H 83 57 19238 21/2 x 9-A 19'5" 11"1"
2280 2Y2 x 9-A 7'9" 6'0" 19991 21/2 x 9-A 19'10"t 12'1"
2480 21/2 x 9-A 611" 611" 20802 21/2 x 9-A 20'1" 12'3" -
2700 21/2 x 9-A 8'5" 6'3" 21674 2Y2 x 9-A 20'1" 12'6'
2920 21/2 x 9-A 8-10" 6'4" 22439 21h x 9-A 20'10" 12'7"
3150 21/2 x 9-A 9'3" 6'5" 23302 21/2 x 9-A 21'1" 12'9'
3390 21/2 x 9-A 97' 6'6" 24150 21/2 x 9-A 21'6" 12'11'
3630 2Y2 x 9-A 9'11" 6'8"
Notes: -
1p Under Pipe Description, corrugation pattern is listed followed,by A designating annular or H desig-
nating.helical pipe configuration.
® Span and rise dimensions for all structural plate (21/2"x 9")are noted in feet and inches.Span and rise - - -
for other products are in inches only.
bS
4 a �
n M$
m1
i
Large section of structural plate pipe arch being lowered into final position at Miami International
12 Airport,Fla.
2
i
CHART 6
5,000 I
16'-7'x 10'-1' 4,000 4
(2)
15'-4'x 9'-3' 3,000 EXAMPLE 4 31—r
silt: 36'. 22' 3 4
2,000 0.20efe
12'-10'x EV
. - "we Nw 3 .
D Ifeel) 3
11 -5'x T-3' 1,000- (1) I.10 2.0
f2) 1.15 2.1 2
800 (3) 1.22 2.2
9'-6' x 6'-5' 2
600 - - - "0 in feet
500
i '8'-21 x 5-9' 400 ..
r ' 300 - 1.5 1.5.
7'_0'x5'-1. - . .
200
-0 6'=1' x 4'-7'
i
1.0
1 a 100
72'x.44' LL-- -
o / ✓ = L0
pso
9_
58'x36' w 40t /// o .8. .8
x N e
; a 0'x 3in o //Ir
w .7 .7
r
0 _ / 20 NW ENTRANCE .z
43'x .7—
W. // : D SCALE TYPE
. . N 27' x
-
(1) Neodretl - w .6 .6
8 - to slops ir
Y
c �36',9.22' pro)eetinp
-e 6 3.
n 5
4 w •5
e To use$cols (2)or(3)pro)ect _ 'S .5
1 29':x 181 3' horieaniolly to colt(1),then - -
uss straight Inclined line Wouah
_ - D and 0 scale,.or gnrse us
. 25'x 16' 2 illustrated. - ..
.4 .4-,4
2 2
35
.6 - .35 .36 -
b1T10NAL SIZES NOT DIMENSIONED ARE HEADWATER DEPTH FOR FEDE
SLED IN FABRICATOR'S CATALOG C. M: PIPE-ARCH CULVERTS -
40 OF R1BltG ROADS eE4 R G JAN.1963
WITH INLET CONTROL
i
CITY OF SALEM HEALTH DEPARTMdbaLEM PLANNING DEPT.
BOARD Of HEALTH
Salem, Massachusetts 01970
ROBERT E. BLENKHORN 9 NORTH STREET
HEALTH AGENT
(617) 741-1800
August 30, 1985
TO: Weiscoff Kelly, Senior Engineer
D.E.Q.E.
5 Commonwealth Avenue
Woburn, Mass. 01801
Philip Moran, Chairman
Conservation Commission
Salem, Mass. 01970
FROM: Salem Health Department
SUBJECT: Investigation of odor in area of Highland Avenue and
Veterinarian Clinic, discharge of effluent from Sunburst
Fruit Juices, Inc. at 220 Highland Avenue, Salem
At the rear of this building (220 Highland Avenue) a two inch diameter
pipe is discharging a liquid constantly from 7 A.M. to 12 P.M.
According to Sunburst Vice President Jim Novello this liquid is the
cooling water used in a particular process and uncontaminated.
At the front of the building a one inch pipe discharge at intervals
a liquid at high velocity which then runs off the property and down
Highland Avenue (Route 107) and into a storm drain. According to
Sunburst Superintendent Joe Sarrette this liquid is the water used
in the heating system and the pipe is a safety valve.
We bring this to your attention for any assistance you can provide,
according to the State Environmental Code, Title 5, minimum require-
ments for the subsurface disposal of sanitary sewage, Section 15.02
(11) Discharge to Watercourses.
CONTINUED
\ 4brA SALEM HEALTH DEPARTMENT
" 9 North Street
Salem, MA 01970
Weiscoff Kelly, Senior Engineer
D.E.Q.E. Page 2
(11) Discharge to Watercourses: Sanitary sewage, grey water, the
effluent from any sewage or waste treament plant, or other polluting
water shall not be discharged into or allowed to flow by means of
pipes, drains, etc. , into any lake, pond, stream, tidal water,
watercourse, or open or covered drain tributary thereto, unless
approved by the Massachusetts Department of Environmental Quality
Engineering.
Sincerely,
FOR THE BOARD OF HEALTH REPLY TO:
ROBERT E. BLENKHORN, C.H.O. BRIAN A. LOCKARD, R.S.
HEALTH AGENT SANITARIAN
REB/m
CC: Mr. Novello, Sunburst Fruit Juices, Inc.
Dr. Kart, New England Veterinary Clinic
Mr. Paul Niman
Mr. Louis Mroz, Administrative Assistant to Mayor Salvo
P 154 216 054
RECEIPT FOR CERTIFIED MAIL
NO INSURANCE COVERAGE PROVIDED
NOT FOR INTERNATIONAL MAIL
(See Reverse)
4 Sent to rho
Street and.�JN/o�t P M1 Wr^-^�
a `-F'I
P.O.,State ZI P
0 Postage $
tll
7
r Certified Fee
Special Delivery Fee
Restricted Delivery Fee
Return Receipt Showing
to whom and Date Delivered
m Return receipt showing to whom,
m Date,and Address of Delivery
m TOTAL Postage and Fees $
U.
c Postmark or Date
29
`o
W
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a
STICK POSTAGE STAMPS TO ARTICLE TO COVER FIRST-CLASS POSTAGE,
CERTIFIED MAIL FEE,AND CHARGES FOR ANY SELECTED OPTIONAL SERVICES.(see front)
1. If you want this receipt postmarked,stick the gummed stub on the left portion of the address side of the article
leaving the receipt attached and present the article at a post office service window or hand it to your rural carrier.
(no extra charge)
2. If you do not want this receipt postmarked,Stick the gummed stub on the left portion of the address side of the
article,date,detach and retain the receipt,and mail the article.
3. If you want a return receipt,write the certified mail number and your name and address on a return receipt card,
Form 3811,and attach d to the front of the article by means of the gummed ends if space permits.Otherwise,affix
to back of article. Endorse front of article. RETURN RECEIPT REQUESTED adjacent to the number.
4. If you want delivery restricted to the addressee, or to an authorized agent of the addressee, endorse
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5. Enter fees for the services requested in the appropriate spaces on the front of this receipt.It return receipt is re-
quested,check the applicable blocks in item 1 of Form 3811.
6. Save this receipt and present d if you make inquiry.
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ELEYZT/ONS:
4L42M b• �V \ J f L
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PUMP � D
oN Fo2cE ��%v - , NOTES :
., /� PUMP �-� - ' `�� -+ '2�� ' • .�S�':Z! '-�. '
TYP/CGL C?OSS SECT/ON NO- REQ'D NFG2. MODEL (02 EQUQL� �'•>_ "� ti, fY y
.5/NGL E PA14,5E•, //5I Z30 ;14.C, UL. 4PP,eO,YED; CdPIIC/T OF
WL JOINTS = GPM 0 FT TDN, BU/LT-IN CNECK Y4L111E.
SE4LED Z) PUMP P/T -
-' b • K'dTEr2T/OHT
SUMP e a P.eEC45T R C Af,4Nf/OLE SECTIONS, ECCENT2/C CONE, FULLY N or y
;YJTE1eP1?OOFED EXTEZ10,U ON ST4BLE B43E TN4T HILL NOT `` 4ssq
G'DEPlN '/�"-/yr'STONE SETTLE P2EF4BR/CQTED P4CKtIGE ST,4T/ON AMY BE SUQ5TITUTED of A.F. c
i SHARVI III 'c
Aga S /? CTED. ,� CIVIL
' No.31185
PUMPP/T -3 4zzlem - Dc�•��� � *_• '•aac<_ u�5 4 ^ir = 2 99Fc t1'" 41zd�;
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TYP/CJL CeO,5S .5ELT/ON /N/Ti4TE0.
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