HomeMy WebLinkAbout21-E069 TOWN OF YARMOUT 11-VARmobi.,-,n--...*?,4,
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1146 ROUTE 28, SOUTH YARMOUTH, MA 02664-4451
Telephone (508) 398-2231 Ext. 1292—Fax (508) 398-0836
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OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
APPLICATION FOR
CERTIFICATE OF EXEMPTION I .,_.,___
FI EM/EU
Application is hereby made for the issuance of a Certificate of Exemption under Sections 6 and 7 of Chapter 470 of
Acts of 1973, as amended, for the proposed work as described below and on plans, drawingi,Iiii 0 tilAaphs
accompanying this application.
YAW/IOU-I H
KING'S
Type or print legibly: OLD HIGHWAY
Address of proposed work: c C.../4/21eJ/-74-1- Ai------)t-lf--7- Map/Lot# I/3 .- / 2-I I 4'f,
Owner(s): Phone#:
All applications must be submitted by owner or accompanied by letter from owner approving submittal of application.
Mailing address: Year built:
Email: Preferred notification method: Phone Email
Agent/Contractor: zfE 8 ic/01212/...0 ._._ce-,,-7 Phone#: 59--Wo iic
Mailing Address: - A3. 6OS /i.eutie-L 6.= 64)- 4/4izi.xi,sr/Z5fel 0/ Os raa f ,,, mt.) 0-26 s3"--
Email: joAlf--.0 e e 5 .,--,,z,vev-zif_s , t,-e ii-1 Preferred notification method: Phone i."- -- Email
Description of Proposed Work(Additionalpaqes may be attached if necessary):
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Signed (Owner or agent): Date:
.;. Owner/contractor/agent is aware that a permit may be required from the Building Department. (Check other departments,also.)
> This certificate is good for one year from approval date or upon date of expiration of Building Permit,whichever date shall be later.
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For Committee use only: v
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Date:g/r- / ' 'V`' Approved Approved with changes Denied
Amount-S2 • ° C) Reason for denial: a !Li 'r • - - .-'
Cash/CK#:fl 652—
AUG 2 3 2021
Rcvd by: L.TTV
YARMOUTH
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Date Signed: '__.4 Signed: (" 6#Ca—)
APPLICATION#01—FO 6 7
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TOWN OF YARMOUTH
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,„ , ,0-3 1146 ROUTE 28,SOUTH YARMOUTH,MASSACHUSETTS 02664-4451
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Telephone(508)398-2231 Ext. 1292 Fax(508)398-0836
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OLD KING'S HIGHWAY HISTORIC DISTRICT COMMITTEE
WAIVER OF 45-DAY DETERMINATION
The applicanrapplicant's agent understands and agrees that due to the current declared National
and State public health emergencies the determination of our Application for a Certificate of
Appropriateness/Demolition/Exemption may not be made within 45 days of the filing of such
application.
The applicant agrees to extend the time frame within which a determination is to be made as
required by the Old King's Highway Regional Historic District Act.
SECTION 9-Meetings, Hearings, Time for Making Determinations
As soon as convenient after such public hearing; hut in any event within.forty-five (45) days
(tiler the filing of application, or within such further time as the applicant shall allow in writing,
the committee shall make a determination on the application.
Applicant understands that the review of this application will he scheduled as soon as the
situation allows.
1
2
Applicant/Agent Name (please print):
/ A -41
Applicant/Agent signature: ,--c..„._, - 4•-"trier . Date: -7/74)4,270.21
Application#: ,ZEC- --DOA
3/2020
1
6 FOOT RETAINING WALL
height above soil (ft) 6
depth below soil (ft) 2.5
active pressure coeff 0.33
passive pressure coeff 4
soil unit weight(pcf) 110
rock unit weight(pcf) 140
surcharge(psf) 100
coeff of friction 0.4
heel width (ft) 3.25
toe width (ft) 0.75
stem width (ft) 1.5
SLIDLNG:
Lateral Active Loads:
soil pressure (lb) 1324.583
surcharge trapezoidal (lb) 20.06944
surcharge distributed (Ib) 367.8611
TOTAL ACTIVE LOAD(LB): 1712.514
Lateral Passive Loads:
wall weight left(lb) 773.5
wall weight center(lb)
714
wall weight right(lb) 178.5
passive pressure(lb) 1375
TOTAL PASSIVE LOAD(LB): 3041
OVERTURNING:
Active Overturning Moment:
soil pressure (ft-lbs) 3752.986
surcharge trapezoidal (ft-lbs) 56.86343
surcharge distributed (ft-lbs) 1563.41
TOTAL ACTIVE OVERTURNING MOMENT(FT-LBS): 5373.259
Bassive Overturning Moment:
wall weight left(ft-lbs) 6445.833
wall weight center(fr-lbs) 2677.5
wall weight right(ft-lbs) 111.5625
TOTAL PASSIVE OVERTURNING MOMENT(FT-LBS): 9234.896
FS SLIDING: 1.775752
FS OVERTURNING: 1.718677
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E,B. Norris Sons Inc. April 19, 2021
Project Design Criteria Sheet
Job Number: [19631.00
Location: 5 Carriage Lane, Yarmouthport, MA
Project Description:
The project includes the analysis and design of gravity retaining walls constructed from stacked
fieldstones at the referenced residential property. Included in the design are three options for walls based
on the site conditions in those areas.
Note: Coastal Engineering Company (CEC) takes no responsibility for the design of items not included
within the attached calculations.
.
Code:
International Residential Code for One and Two-Family Dwellings (1R[ — 2015) with 780 CMR 51.00:
Massachusetts State Building Code, Ninth Edition, Residential Volume amendments
Design Criteria
• Surcharge loading above wall = 100 psf
• Spoil friction angle 30 degrees
• Coefficient of friction between soil and stone = O.4O
• Unit weight of stone = 140 pcf
• Unit weight of soil = 110 pcf
• Required Factor of Safety Against Sliding = 1.67
• Required Factor of Safety Against Overturning 1.67
44
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) ECAP9
4'-3" RETAINING WALL
height above soil (ft) 4.25
depth below soil (ft) 2
active pressure coeff 0.33
passive pressure coeff 4
soil unit weight(pcf) 110
rock unit weight (pcf) 140
surcharge (psi) 100
coeff of friction 0.4
heel width (ft) 2
toe width (ft) 0.5
stem width (ft) 1.5
SLIDING:
Lateral Active Loads:
soil pressure (lb) 716.1458
surcharge trapezoidal (lb) 10.85069
surcharge distributed (ib) 278.2986
TOTAL ACTIVE LOAD(LB): 1005.295
Lateral Passive Loads:
wall weight left(lb) 350
wall weight center(1b) 525
wall weight right(Ib) 87.5
passive pressure (lb) 880
TOTAL PASSIVE LOAD(LB): 1842.5
OVERTURNING:
Active Overturning Moment:
soil pressure (ft-lbs) 1491.97
surcharge trapezoidal (ft-lbs) 22.60561
surcharge distributed (ft-lbs) 869.6832
TOTAL ACTIVE OVERTURNING MOMENT(FT-LBS): 2384.259
Bassive Overturning Moment:
wall weight left(ft-lbs) 2333.333
wall weight center (fr-lbs) 1640.625
wall weight right(ft-lbs) 36.45833
TOTAL PASSIVE OVERTURNING MOMENT(FT-LBS): 4010.417
• FS SLIDING: 1.832795
FS OVERTURNING: 1.682039
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BILOWZ ASSOCIATES,INC.
CHALLOkils:MIN=A:31PE DESkiN
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April 19, 2021 Pr:ject No. C19631.00
E.B. Norris 6- Sons Inc.
Attn: Craig Ashworth
138 Osterville W. Barnstable Road
Osterville, MA 02655
VIA EMAIL: cashworthiDebnorris.com
,
Re: Structural Calculations Relative to Gravity Retaining Wall
5 Carriage Lane, Yarmouthport, MA
Dear Craig,
At your request, please find the attached engineering calculations prepared for the referenced property as
needed for building permits and construction. Please let me know if we can be of further assistance.
Sincerely,
Coastal Engineering Company, Inc.
EMAtic 7x„
74560 3
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Nicholas (Cole) Bateman, RE.
Senior Structural Engineer
Enclosures
D:\DOC\C19500\19531-No physical foider\Doc-Out\24021-04-19 Letter.doc
4
. 1
Jenn Hatch
From: Rogers, Grayce <GRogers@yarmouth.ma.us>
Sent: Monday, August 16, 2021 9:15 AM
To: Craig Ashworth
Cc: Jenn Hatch
Subject: RE:Application for certificate of exemption for retaining wall, 5 Carriage Lane,
Yarmouthport
Hello Craig,
As we have returned to in person business, please mail a copy of the application to the Historic Division.
Thank you,
Grayce Rogers
Office Administrator
Old King's Highway Committee/ Historical Commission
508-398-2231 Ext. 1292
From:Craig Ashworth [mailto:cashworth@ebnorris.com]
Sent:Saturday,August 14, 2021 2:02 PM
To: Rogers, Grayce<GRogers@yarmouth.ma.us>
Cc:Craig Ashworth<cashworth@ebnorris.com>;Jenn Hatch <jenn@ebnorris.com>
Subject:Application for certificate of exemption for retaining wall, 5 Carriage Lane,Yarmouthport
Attention! This email originates outside of the organization. Do not open attachments or click links unless you
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are sure this email is from a known sender and you know the content is safe. Call the sender to verify if unsure.
Otherwise delete this email.
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Hi Grayce,Attached is what I believe is a complete Package for the proposed retaining wall. Please do not hesitate to
call if there are any questions.
Thank you, Craig
Craig Ashworth, President
E. B. Norris&Son Inc.
Cell 508 243 5588
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