HomeMy WebLinkAbout0063 MAPLE WAY �3 m�Pi< <� �y
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DAVE MANNING CONSTRUCTION INC.
Building Framing Remodeling
P.O. Box217 Phone # 508-362-1114
Cummaquid, MA. 02637 Date :5/14/2019
email dinc024@comcast.net
BUILDING DEPT.
Town of Barnstable MAY J 2019
Re: 63 MapleHyannis
' TOWN OF BARNSTABLE
I David W. Manning would like to withdraw the permit for this project,
because the owner has decided not to proceed.
Thank you,
10"C&W. M a4l,v
J
Mckechnie, Robert
From: Mckechnie, Robert
Sent: Friday,April 12, 2019 4:08 PM
To: 'dmc024@comcast.net'
Subject: Application#TB-19-914
Good Afternoon,
Upon further review of your application, I realized that you have not supplied shut off letters for any utilities present in
the structure. When a structure is lifted the utilities must be shut off at the street. Please contact me with any
questions,
Thank you,
Robert McKechnie
Local Inspector
Building Department
Town of Barnstable
200 Main Street
Hyannis, MA 02601
508-862-4033
i
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Town of Barnstable RECEiP� _
` KAft200 Main Street, Hyannis MA 02601 508-862-4038
to�� `
Application for Building Permit
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Application No: TB-19-914 Date Recieved: 3/22/2019
Job Location: 63 MAPLE WAY,HYANNIS 106
Permit For: Building-Addition/Alteration-Residential' or,
Contractor's Name: DAVID W MANNING State Lic. No: CS-001728
Address: Cummaquid, MA 02637 Applicant Phone: (508) 294-1999
(Home)Owner's Name: TANSI,THOMAS P&TANSI, Phone: (617)999-2470
MERIDETH BUTLER
(Home)Owner's Address: 1709 SOMERSET AVENUE, CARDIFF,CA 92007
Work Description: Demo existing porch and chimney, lift up remaining house and put new foundation under'it. And
approximately 10 x 25` addition where existing porch was. Renovate existing kitchen and bath.
Total Value Of Work To Be Performed: $150,000.00
Structure Size: 0.00 0.00 0.00
Width Depth Total Area
I hereby swear and attest that I will require proof of workers'compensation insurance for every contractor,subcontractor,or other worker before
he/she engages in work on the above property in accordance with the Workers' Compensation Act(Chapter 568).
I understand that pursuant to 31-275 C.O.S.,officers of a corporation and partners in a partnership may elect to be excluded from coverage by
filing a waiver with the appropriate District Office;and that a sole proprietor of a business is not required to have coverage unless he files his intent to
accept coverage.
I hereby certify that I am the owner of the property which is the subject of this application or the authorized agent of the property owner and have
been authorized to make this application. I understand that when a permit is issued,it is a permit to proceed and grants no right to violate the
Massachusetts State Building Code or any other code,ordinance or statute,regardless of what might be shown or omitted on the submitted plans and
specifications. All information contained within is true and accurate to the_best.of my knowledge and belief.
All permits approved are subject to inspections performed by a representative of this office. Requests for inspections must be made at least 24
hours in advance.
Signed: Dave Manning 3/22/2019 (508)294-1999
Applicant Date Telephone No.
Estimated Construction Costs/Permit Fees
Total Project Cost : $150,000.00 Date Paid Amount Paid Check#or CC# Pay Type
Total Permit Fee: $815.00 3/26/2019 $765.00 �XXXX-XXXX XXXX-i Credit Card
4081
Total Permit Fee Paid: $815.00 3/26/2019 i $50.00 XXXX-XXXX-XXXX-; Credit Card
i 4081
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Mckechnie, Robert
From: Mckechnie, Robert
Sent: Monday,April 01, 2019 1:03 PM
To: 'dmc024@comcast.net'
Subject: Application for permit#TB-19-914, 63 Maple Ave,Hyannis
Good Afternoon,
Please attach a plot plan to your online application that shows that the new deck will comply with the setbacks. Also,
the new deck was not included in your description of work on your application.
Thank you,
Robert McKechnie -
Local Inspector
Building Department
Town of Barnstable
200 Main Street
Hyannis, MA 02601 '
508-862-4033
1
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i
P SER A 71 N OLE G GENERAL NOTES
_EE OB V 0 H LO s
G '� A.) Neither driveway nor parking areas are allowed over septic
ZONING REOUiREMENTS system unless H-20 components are used and system is vented.
T.H.11 T.H.12 ., Zone RB AP o West Hyannisport. B.) The designer will not be responsible for the system as de-
'�1 �. Existing Contour s signed unless constructed as shown. An changes must be
ti l Front Yard Setback 20 Ft. - 9 y 9
Date of Test 12-18-18 Date of Test 12-18-18 s $ MOSS.
�� Proposed Contour s, .� _ � approved in. writing by the designer.
x 37.5 Ex"bg spot G►ode 344 Side and Rear Yard Setbacks 10 Ft.
Existing Crude Existing Grade Proposed Spot Grade Water i Town Water Maximum Lot Coverage N/A 15Xor * x C.) Contractor shall be responsible for verifying the location of
Depth 0 24.2 Depth 0 24.2 w water Service Town I 2500S.F. A h all underground and overhead utilities prior to the commencement
OW ON,rleod Ub7%ty Lanes) Maximum Building Coverage 20.Z N/A g ppya�w e'0` of work.
u Underground Ub7ity Line(,) , Floor Area Ratio (FAR) .3 CONSTRUCTION NOTES
Loamy v Loamy 9 7H Gas Lae + • up to 5OX p stormwater recharge is provided v, M to b
o Sand 10YR 3 2 Test Hate as/or Boring Locatio„ D 1.) All construction shall conform to the State Environmental
N fOYR 3/2 cv / Porcolaton Test Location z 4 Code, Title 5 and the requirements of the local Board of Health
ie '++� „ Bound (Cgs p; 2.) Topsoil, subsoil, peat, or other unsuitable or impervious
a �u 8' 23.5 � �10' 23.4 S T Septic Tonk WAY
material [15.255 (1)] shall be removed five (5) feet laterally
2 0 2 D.B. Distribution Box (40 Ft Wide) (Public Way) LOCUS PLAN in all directions beyond the outer perimeter of the soil obsorp-
W B W B SAS Soil Absorption System MAPLE (Pl. Bk. 109 Pg. 49) tion system to the depth of the naturally occurring pervious
° +u Loam •O W Loam RA. Reserved for Future SAS materiol(s) and replaced with rill material meeting the spec-
Sand Sand �o. uRl%tr 26 pry Assessors' Map 246, Parcel 116 ifications of 3f0 CMR 15.255(3), [15.255(5)].
E 10YR 4/6 10YR 4/6 ® Catch Basin + i 3) Septic tonk(s), grease trop(s), dosing chamber(s) and dist-
rmu Hydrant 24 + ✓ ribution box(es) shall be set on a level stable base which has
Leaching OWNER OF RECORD:
42' 20.7 400 20.9 Tree or Hodge Line Catch Basin been mechanically compacted. if component is placed in fill,
[15.000] Reference to 510 OWR title 5 CB Fnd Thomas P. Tonsi proper compaction is required to ensure stability and to prevent
Merideth Butler Tonsi settling; native ground with a 6 inch stone base is otherwise
v ; 84.98' �' Deed Book 31603, Page 132 adequate [15.221(2)].
+ p Plan Book 34, Page 23 4.) Base aggregate shall consist of 3/4' to 1-1/2' double
00 60" 19.2 3 I �o washed stone free of iron, fines and dust and shall be installed
Paved I 'O from below the crown of the distribution line to the bottom of
Existing "i i 6° ,
Drive ?� -i the soil absorption system [15.247(1)]. Base aggregate shall be
2 Bedroom �? v; I +� CB Fnd o
o I „� , covered with a 2 layer of 1/8 to 1/2 double washed stone
C C Dwelling I `(� free of iron, fines and dust [15.247 (2)]
Medium Medium m-1 030 0 Pr
Ridge EL=42.8 _ 1_ __ - 5.) From the date of installation of the soil absorption system
Sand Sand 1st FL El.=26.8 U ' ° a until receipt of a Certificate of Compliance, the perimeter of the
10YR 7/8 10YR 7/8 - +� � soil absorption system shall be staked and flogged to prevent
T.D.F. El.-25.8 /TH-2 , O rP J� 99
t0 be Relocated=25 onto , , the use of such area for all activities which might damage the
New Foundation � r� ___ Leaching system [15.246(2)].
I'Prop Catch Basin B U i L D I N G p E pT 6.) The Board of Health shall esquire inspection of all construction
Q ;, , ® 1 by on agent of the Board of Health and the designer and shall
22.8 ! .�
Town Water _ _ - / Dpck require such persons to certify in writing that all work has been
-T- Exist / _s APR d 2 2Q19 completed in accordance with the terms of the permit and
Lots 226 do 228 _ J 1,; 30.0 Exist ,^ approved plans. 48 hours advance notice is requested.
952 S F.f -- - '; J' '' / 7.) All System componets shall be marked with magnetic marking
Computed Areo=7, h o .� CID TOWN OF BARNSTABLF tape or o comparable means in order to locate them once buried.
0 30.1 Prop / c,r /
or 0. 18 Ac.f / i: x-
138" 127 138' 12.7 �� p �"►lr / I I o / co a
a 24 Doo�..
NO TF
Representative of Approving Authority: B �; � .. �,::�-,:: .,.. ;:�.�: ;:�::`..:..;:. ...:::a_:>';,;:•.:.;,.. ._: . _ t
FOR ALL SYSTEMS THAT HAVE NO JNCREASE IN FLOW - Septic
Donald Desmarais, R.S. Board of Health
system component to foundation setback-but in no cose,e,fi'b more
' r. David A. lark P.E. - Clark Engineering '
Soil Evaluator Do C -%` '•
9 9 6� �. cti n in the re aired se ration diston future
4.6
than a 50X redu o ce
o
S �. Pa
Percolation Rate: 's '47•� r Exis �ck�:'•.:�'�- ��.` ,;�•.y,:;;k� �?� �p reserve area shall be shown on the plan for proposb�fs fq incr�ose
11 - < 2 min. per inch in medium sond; Substratum C �c'Se / t0 I� I v';I� � I ,'XStockade Fence `�, •�i or change foundation size on parcels when, in the op,nitin of7the
0 "~12 - min. per inch in health inspector [or, if the health inspector is not able` to/fnoke
/ Q o
No Water Encountered --- -- I v 100.00 26 `'.� a determinof/on, after consulting with the Director.or�Ating Director]
the proposal appears to provide very limited space fobs #lie proposed
+ Town Water construction, septic system, and a future reserve dio
BENCHMARK: Q
SITE COVERAGE Town Water Center of Concrete Monument o t
SYSTEM DESIGN CALCULATIONS E/ev.=27.7 NAVD88 Approx. ,
Existing Dwelling 1,017 S.F. Approximate Location of
1.) Basin of Design Existing Shed 95 S.F. ' f,
Shower 195 S
Existing dt .F. Existing Cesspool
Number of Bedrooms: 2 9 Deck, Steps p t0 be Pumped do Removed 5 R. Overd,* tN OF
Existing Drive 348 S F. P� SEE NOTE #2 l hereby certify that the existing structures
2.) Design Daily Flow Sewage Flow: 220 GPD y y 9 .� , a a'�
D
3.) Septic Tank Capacity TOTAL 1.655 S. and physical features depicted on locus as o� yc r DAvt A T K.11
Required: 440 Gal. or 20.8 X shown hereon are located as they exist on COALA JJ
NKED CthR� F � � Ci�fft
Provided.• 1500 Gal. .a, a �E
Existing Dwelling 1,017 S.F. the ground. u No. o.41T3�.,6._ "'
4.) Soil Absorption System Capacity Existin Shed 95 S.F.
9 BUILD/NG COVERAGE
Required 220 GPD Existing Drive 348 S.F. Date /''=� Z U/A f �'cfs£.o`'"Q .ram c,is� c,•
Provided 338* GPD Proposed Deck,Steps dr Shower 191 S F. Existing Dwelling 1,017 S.F.
5.) A garbage disposal is _AQQT permitted with this design Proposed Walk dr Bulkhead 188 S.F. Existing Shed 95 S F. "
TOTAL 1.839 S.F. TOTAL 1,112 S.F. 0 20 40 60
• 2 Trenches x 31 LF x (2 + 3 + 2) x 0.74 gal/S.F. or 23.1 X or 14.0 X P.L.S.
+ 4 ends x (2 x 3 x 0.74 gal/S F)
TOM T
PROFILE OF SYSTEM
AN
Not To Scale MERIDErp T-T TANSI
Top of Prop. Foundation 26.5 Finish Grade 26.0 Finish Grade 26.0 26.5 2X Slope minimum 24.5
8 min. Finish Grade
Raise covers of the D Box with pre-cast CLARK ENGINEERING LLC
Raise covers of the septic tank with pre-cost concrete concrete water tight risers over inlet and
Elev. = 6" water tight risers over inlet and outlet tees to within 6" outlet tees to within 6" of finish grade.
24.7 of finish grade [15.228(2)). 36' 156 Crowell Road Suite B, Chatham, MA. 02633
(1.3) 9. m°n (1'4) max Elev. = E/ev. = 12' min. cover material Tel.: (508) 945-5454; Fax.: (508) 945-5458
24.6 23.5
L tOUTERMOST LAND SURVEYt INC.
2Z minimum slope-- -~ 2" min. 1/8"-1/2" washed stone
6" min. 6 min. 1% minimum slope-�. 1X minimum slope 46 Main Street, Brewster, MA 02631
Flow Line
4" schedule 40 PVC pipe Te%: (508) 255-0477
10" min. 1 4" schedule 40 PVC pipe 6 min. Outlet pipes from D-box shall
14 remain level for of least 2 feet 3 4' - 1-1/2" washed stone
Schedule 40 1 before pitching to soil absorption 2' E ,v� Depth SEWAGE DISPOSAL SYSTEM PLAN
PVC Tee Baffle system15.232(3)(c)].
Elev. = E/ev. = 48" min. Tuf-Tice Elev. = Elev. = Elev. _ [ 63 Maple Way, West Hyannisport, MA
23.70 23.50 (GB_1) 23.25 23.20 23.03 23.DO Bottom of Leaching Facility a.k.a. 49 Fourth Avenue
Rev. Description of Revision Date
Elev. = 8.4'
1 revised proposed deck & site coverage 03-18-19
3'Width----I F--- P P 9
Distribution Box 21.00 l
1 Bottom of Test Hole 12.7
30» X 30„ Effective Length 2 ® 31'
Septic tonk(s) shall be installed on a level stable base
Pipe Run that has been mechanically compacted and onto which 6 Leaching Trench
(10' min.) inches of crushed stone has been placed [15.228(1)]. Dote: 01- 17-2019 Drawing No.:
1°' 1500 gallon Septic Tank 4' --� 2' -� 153901OB
(H- 10) Scale: 1 " = 20' Sheet No.:
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