HomeMy WebLinkAboutApplication - 497 FOSTER STREET 6/1/1985 310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING
10.99: continued
Form 3
Form 3 '
DEOE Fie No.
(To be prov.deC by DEOE)
fis!n''Z
!� I Commonwealth c ryrtorrn 'N. Andover
olMassacnusetts r Acpacmilt James McAloon
Notice of Intent
_ Under the
Massachusetts Wetlands Protection Act, G.L. c. 131, §40
and..
Application for a Department of the Army Permit
Pert 4 General Information
1. Location:Street Address Foster Street
Lot Number T.n f-
2. Project:Type Residential Description Construction of two single family
dwellings and associated structures including on-site subsurface
disposal system on two 1+ acre form A lots .
3. Registry:County Current Book 1928 3 Pape 106
Cartil"la(If Registered Land)
4. Applicant James McAloon — Mi 11 Town Trust Tal. 685-2440
Address 74 Hewitt Ave. , N. Andover, MA 01845
S. Property Owner Same Tel.
Address
d. Representative Richard F. Kaminski & Assoc. , Inc. Tel 687-1483
Address 200 Sutton St. , N_ AndnvPr,> MA 01845
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 documents?
Yes tX No O
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6/30/83 Vol. 12 - 222.9
310 CAIR: I)EPARTIdENT 01' ENVIRONMENTAL QUh1.1TY CfJGINI:P.RING ;
10.99: continued
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1•urn) 3: citnlinurI,l
B. Have all obtainable permits,variances and approvals required by local by-law been obtained?` �•
Yee ® No O
Obtained: Applied For Not Applied For.
The subsurface disposal system has, been approved by the
North Andover Board of Health
9, b any portion of the site subject to a Wetlands Restriction Order pursuant to G.L.c.131,§40A or G.L i
c.130,§1057 Yes ❑ No M 1
1 o.List an ptarm and supporting documents submitted with this Notice of Intent
Identifying
Number/Letter ' Title,Date j
EN-1 "Notice of Intent" Rev. June 1, 1985
CAL-1 "Drainage Calculation" May 22, 198.5
EC-1 "Erosion Checks" undated
11.Check those resource areas within which work Is proposed:
(a)10 Buffer Zone
(b)Inland:
• 0 Bank' Land Subject to Flooding,
0 Bordering Vegetated Welland' M Bordering
Q land Under Water Body d Waterway* ❑ Isolated ;
(c)Coastal:
❑ land Under the ocean' ❑ Designated Port Area'
❑ Coastal Beach' ❑ Coastal Dune
❑ Barrier Beach ❑ Coastal Bank
❑ Rocky Intertidal Shore' ❑ Sall Marsh'
❑ Land Under Sall Pond' ❑ Land Containing Shellfish'
❑ Fish Run•
likely to involve U.S.Army Corps of Eng;--ers concurrent jurisdiction.See General Instructions for
Completing Notice of Intent.
3.2
Limited project:
Section 10.53(3)(e) identifies the propdsed project as a limited project; construction
of a new driveway from a public way to an upland where a reasonable alternative
is unavailable. a
6/30/83 Vol. 12 222.10
310 Ch1R: DEPARTMENT OF ENVIRONMENTAL, QUALITY ENGINEERING
10.99: continued
Form 3: continued
Pert II:Site Description
Indicate which of the following information has been provided (on a plan,in narrative description or calcula-
Soas)to clearty;completely and accurately describe existing site conditions.'
Identifying
Number/Letter
(of plan.narrative
or calculations) :
Natural Features:
-
Soils
EN-Ims— Vegetation
EN-1 Topography....:
Open water bodies(including ponds and lakes) -
F1J-1 Flowing water bodies(including streams and rivers) intermit tent Stream
1101112 '' public and private surface water and ground water supplies on or within 100 feet of site
NIA N/A Maximum annual ground water elevations with dates and location of test
Boundaries of resource areas checked under Part I,item 11 above
Other
_.._ Man-made Features:
N/A Structures(such as buildings,piers,towers and he
EN-1 Drainage and flood control facilities at the site and immediately off the site,including
culverts and open channels (with Inverts),dams and dikes
N/A Subsurface sewage disposal systems
N A Underground utilities
EN-1 Roadways and parking areas
EN-1 Property boundaries,easements and rights-of-way
Other
Part III:Work Description
Indicate which of the following information has been provided(on a plan,in narrative description or caicula-
tlons)to dearly,completely and accurately describe work proposed within each of the resource areas
checked in Part I,item 11 above.
Identifying
Number/Letter
(of plan,narrative
or calculations)
Planview and Cross Section of:
EN�1 Structures(such as buildings,piers,lowers and headwalls)
EN-1 Drainage and flood control facilities,Including culverts and open channels(with inverts),
dams and dikes
EN Subsurface sewage dlsp,)ynl systdma 6 undergrounrl ulllillpn
N/A— F I ing,dreriging aril eA"vdting,nlalcuwru volume iond compoerllun of matnnal �
N A Con.puneulory 51of99a crods,whore Iucyulred in dccadanee with Pmrl III,Secl:on 10:57
(4)of the regulations
Other
Point Source Discharge
none Description of characteristics of discharge from point source(both c!csed and open
channel),when point of discharge falls within resource area checked under Part I,item
1 1 above,as supported by standard engineering calculations.data and-plans,including _
'but not limited to the following:
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6/30/83 Vol."12 - 222.11
310 ChIR: DL'PARTMENT OF ENVIRONMENTAL QUALITY CNGINCERING
10.99: continued
Form 3: continued
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 storm:
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 pro-and post-development run-otf at the point of discharge.
Part IV:Millgsting Measures ^
1. Cleerty,completely and accurately descnbe,with reference to supporting plans and calculations where
necessary: _.- . . .. ..
la) All measures and designs proposed to meet the performance standards set forth under each re-
source area specified In Part 11 or Part 111 of the regulations;or .
(b) why the presumptions set forth under each resource area specified in Part 11 or Part III of the regula•
Ilona do not apply. _.
Limited project
❑ Coastal Resource Area Type:
Identifying number or loner
►'Yat1d - Of SuppOn OOCUmenta
Techniques for the prevention of erosion and .. EN-1
siltation conform to U.S.D.A Soil Conservation EC-1
Service guidelines.
The driveway culvert has been sized to carry EN-1
the 25 year design storm. -CAL-1
The driveway area over the culvert will be
protected against erosion when breached by the
use of hot top.: .
The outfall of the culvert will be rip-rapped.
❑ Coastal Resource Nu Type: ,dentifyfng number or loner
❑ Wand of SuOPOn document
a
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6/30/83 - Vol. 12 - 222.12
310 CMR: DEPARTMENT OF ENVIRONMENTAL QUALITY ENGINEERING
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10.99: continued
Form 3: continued
❑ Coastal Resource Area Type: idenlitying number or letter .
C3 wand of support documents
I
2. Clearly,completely and accurately describe.with reference to supporting plans and calculations where
necessary:
- (a) all measures and designs to regulate work within the Buffer Zone so as to insure that said work does
not alter an area specified in Part I,Section 10.02(1)(a)of these regulations;or
(b) R work In the Buffer Zone will alter such an area,all measures and designs proposed to meet
the performance standards established for the adjacent resource area specified in Part II or
Part III of these regulations. i
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❑ Coastal I Resource Area Type Bordered By 100-Foot Otscratfonary Zone: Identifying number or letter
❑ bland of support documents
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6/30/83 Vol. 12 - 222.13
310 ChiR: DEPARTMENT OF ENVI)IONMENT•AL QUALITY ENGINEERING
10.99: continued
Form 3: continued
. P
Part V:Additional Information for a Department of the Army Permit -Not App.l l Cab 1 e
1.
1. COE Application No. 2. !;
(to be provided by COE) (Name of waterway)
3. Names and addresses of property owners adjoining your property:
I'
4. Document other project altematives(I.e.,other locations and/or construction methods,particularly those
that would ellminele the discharge of dredged or 1111 material Into waters or wetlands),
i
6. aK'x 11'drawings In planview and cross-section,showing the resource area and the proposed activ-
Ity within the resource area.Drawings must be to scale and should be clear enough for photocopying.
• I
Certification is required from the Ditson of Water Pollumn Control before the Federal permit can be sued.
Certification may be obtained by axtacwg the Dnision of Water Pollution Corm)L 1 Wnter Street Boston. I
MassacnLi6eas 02108.
Where the a6jity will take place within the area under the Massachusetts apprci ed Coastal Zone
Management Program.the apr5cant certifies that his proposed activity ccrrp5es with and wdl be conduced
it a manner that is consistent with the apprved program
Infonmation prvidedwill be used in evaluating the appSCaton for a permit and 6_made a matter of pubic
record trough issuance of a pubic nonce.Disclosure of this informaton s voluntary. ho,n,ever if necessary
information is not provided. the application cannot be processed nor can a permit be issued
C.-
I hereby certify under the pains and penalties of perjury that the foregoing Notice of Intent and accompanying
plans,d9fuments and supporting data ar 1rue and complete,to the best of my knowledge. -
f� k!7� June 1, 1985
is ureof Appiicant James MCAT n Date
June 1, 1985
gnature Appicant'sRepresentative ph B. ushing Date
FORM _E.—P—A to tec Fern,4346 rrvre•.d �9 HGUSACE.6 May 1932-.
NED 10 0 IT E S T)-Th,e dec M cenl.,n.. joint o.y.rtmrnl e(th.Army .-d Stan.of)1-...che..n. errlivellen
1 MAY 82 �"'
In• P.ra„t le ebl—v.rmm,en to Part— .canon i-U-,t.d S.. -.,at. Th.016-
. •(N.n....n r„1.nd B-44-1 I061B1 h-r .ovro.rd thins der.l,en. r,r.,,.d by th.1:S Arm.Carp,
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e1 Cn 6,n.4444 OMB ruin brr 0%02.0036 end ..v,nt,.,,dal.s(30 S,vtrmb.r 1963.vnl,e. Thi.
n a.m.-1 -,❑ 1t.rl In 6 Pa,nl tyv..
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6/30/83 Vol. 12 - 222.19
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RICHARD F KAMINSKI AND ASSOCIATES , INC.
ENGINEERS • ARCHITECTS • LAND PLANNERS • SURVEYORS
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NORTH ANDOVER , MASS. 01845
TELEPHONE 687 - 1483
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LOCUS PLAN
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SCALE ; 1��.= 2000 FT.
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Toc-ET{lEL 40.
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TYPE ® TYPE
NOTE:ToS�US6P wHE�E EX\STIlJG�
NOTI='.TO aE USE�1•N LOG dTIONS wuEe'E ��o��+v SIAPES A�/s't FQ-OMTHE
T{aE EK lSTINfa Cni-OL)hID SLOF'ESZN TOE OF THE�MBdN\GMENT
TOw�e�T1.lE'ToE OFTHE.EM{3SNKMEN-T
5ALED W&Y OV- S-rr-&W ERASION CHECKS
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SHEET N0._
BY CJ DATE -� &� SUBJECT � OF
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R. F. Kaminski & Assoc,
200 Sutton St. RUNOFF WORKSHEET
N. Andover, MA 01845 For Use with TR-55, Appendix D Method
Subject Lots 3 & 4 Forest Street, North Andover, MA
Computed by zwP Date 5/22/85 Checked by Date Sheet No. �2 of 3
Drainage Area X7.0 acres Rainfall Frequency 25 years
Av. Flow Slope 5 % Rainfall Depth •.5.3" inches
CURVE NUIMBER
Hydro. Land Use and Hydrologic Conditions Impervious Runoff Area Col . 4
Soil Area Curve (ac) x
Group (ac or %) Number Col . 5
1 ) 2 3 4 5 6 i
B Residential 20% 68 7.0 476
C Undeveloped Vegetated 70 16.0 1120
f`
D Residential 20% 84 6.0 504 j
D Wetland 78 3.0 234
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Totals 32.0 2334
Weighted Runoff Curve No. (M) = Col. 6 = 2324 = 32.94 use 73 CN
Col. 5
RUNOFF DEPTH (From Table 2-1 , pg. 2-3) 2,49 inchi i
SHAPE ADJUSTMENT
Hydraulic Length = 2,500 ft. ,
Equivalent Drainage Area Fig. E-1) 65 acres
Equivalent Drainage Area Peak (Fig. D-2 = 42 cfs/in
Actual peak = equivalent Actual Drainage Area = 21. 68
p (q) q p eak x Equivalent Drainage Area cfs/ ���
42 62
ADJUSTMENT FACTORS
Slope: (Table E-1 for actual drainage area) 1.05 F
Ponding area 3.0 ac = ' of drainage 9 .4 (Tables E2-4)
, 68 F
pone
Impervious area = 2.6 ac = % of drainage 8.0 (Fig. 4-1) 1.04 F :
Hydraulic length improved % (Fig. 4-2) Fmo `
PEAK DISCHARGE
2.49 x 21.68 )X( 1.05 _x 68 _x ••1.04 x ) 40.08 cfs
runoff peak q Fslope Fpond Fimp Fmod
P,U',OFF VOLUME
R,)nof f depth 2.49 in r. Dra i nage Area 32 ac = 6.64 AF
12,111/1t
BYE DATES ' SUBJECT �p 06 r° u� / SHEET NO. OF
CHKD. BY DATE JOB NO. -
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R�CI-IARD F KAMINSKI AND AssocIATES , INC.
• ARCHITECTS • LAND PLANNERS • SURVEYORS
URVEYORS
NORTH ANDOVER , MASS. 01845
TELEPHONE 687 - 1483
rYWi Broo/(
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LOCUS PLAN
C U . S .G . S . QUADRANGLE MAP ) .
SCALE : I" = 2000 FT.
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RICHARD F KAMINSKI AN® AssociATES , INC.
ENGINEERS • ARCHI.TECTS LAND PLANNERS SURVEYORS
451 ANDOVER STREET
NORTH ANDOVER , MASS. 01845
TELEPHONE 687-1483
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