HomeMy WebLinkAbout0009 JOHNSON LANE - Health (2) 1.9 Johnson., Lane
Centerville ,
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UPC 12534
No.2-115.3LOR '
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Town of Barnstable
1KAM
63 Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 Susan G.Rask,R.S.
FAX: 508-790-6304 Sumner Kaufman,MSPH
Wayne Miller,M.D.
October 17, 2005
Mr. Peter Sullivan, P.E.
Sullivan Engineering, Inc.
P.O. Box 659
Osterville, MA 02655
RE: 19�Johnson�Lane, Centerville A= 1.93-076
Dear Mr. Sullivan,
You are granted conditional variances on behalf of your client, Sheldon Stewart,
to construct a replacement onsite sewage disposal system at 19 Johnson Lane,
Centerville.
The variances granted are as follows:
Section 360-1, Town of Barnstable Code: To install a septic tank 56 feet away
from a bordering vegetated wetland, in lieu of the required 100 feet
separation distance.
Section 360-1, Town of Barnstable Code: To install a pump chamber 70 feet
away from a bordering vegetated wetland, in lieu of the required 100
feet separation distance.
Section 360-1, Town of Barnstable Code: To install a soil absorption system
82 feet away from a bordering vegetated wetland, in lieu of the
required 100 feet separation distance.
Section 360-1, Town of Barnstable Code: To propose a future reserve area
for the soil absorption system 80 feet away from a bordering
vegetated wetland, in lieu of the required 100 feet separation distance.
These variances are granted with the following conditions:
(1) No more than two (2) bedrooms total are authorized at this property.
Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type
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rooms are considered "bedrooms" according to the MA Department of
Environmental Protection.
(2) The applicant shall record a properly worded deed restriction, signed by
the property owner, at the Registry of Deeds restricting the number of
bedrooms at this property to two (2), before the applicant obtains a
disposal works construction permit.
(3) The septic system shall be installed in strict accordance with the revised
engineered plans dated September 28, 2004.
(4) The designing engineer shall supervise the construction of the onsite
sewage disposal system and shall certify in writing to the Board of Health
that the system was installed in substantial compliance with the plans
dated September 28, 2004.
These variances are granted because the physical constraints at the site
severely restrict the location of the soil absorption system due to the proximity
wetlands.
Sinc ely your ,
dyne iller, M.D.
Chair n
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SAMSTABL F.
eLnss.1639. REC. BYt�_
Town of Barnstable SCHED. DATE:
Board of Health
200 Main Street, Hyannis MA 02601
Office: 508-862-4644 Susan G.Rask.R.S.
FA`(: 509-790-6304 Sumner Kaufman,M.S.P.H.
Wayne A.Miller.M.D.
VARIANCE REQUEST FORM
LOCATION
Property Address:— --��t�� so o
Assessor's Map and Parcel Number: ✓ 03 0 Size of Lot: • 5 G�r�
Wetlands Within 300 Ft. Yes x Business Name:— —
No Subdivision Name:
APPLICANT'S NAME: -53 hC l d(2.1� 5>''Cu-i�./f" Phone —-t-J ' 36-
Did the owner of the property authorize you to represent him or her' Yes No
PROPERTY OWNER'S NAINIE CONTACT PERSON --'
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Name: Name: / � •�-C . rt
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Address: G) �'X
Address: 7 . r
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Phone: — 5-C' 2 -7 3 — _ Phone: USjerv','//.c-I /rIN
VARIANCE FROM REGULATION(List Rog.) REASON FOR VARIANCE(May attach if more space needed)
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j0` '�NATURE OF WORK House Addition _ ????? House Renovation Repair of Failed Septic System ._
Checklist (to be completed by,n%lice stull-person receiving variance request application)
Please submit copies in 4 separate completed sets.
Four(4)copies of the completed variance request form
Four(4)copies of engineered plan submitted(e.g.septic system plans)
_a Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans)
Signed letter stating that the property owner authorized you to represent himrher for t his request
_ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense
L,j t4 (for Title V and/or local sewage regulation variances only)
Full menu submitted(for grease trap variance requests only)
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C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\OLK3\VARIREQ.DOC
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No State Title V Variances Required
Board of Health Variances Required
Town of Barnstable Chapter 360
On-Site Sewage Disposal Systems
Article I: Location of Components
100 foot separation required for all components from wetlands
Septic Tank: 56'feet provided from BVW
Pump Chamber: 70 feet provided from BVW
Leach Field: 82 feet provided from BVW
Reserve Area: 80 feet provided from BVW
" Deed restriction required for 2 bedroom design
�I
September 8, 2005
Town of Barnstable
Board of Health
200 Main Street
Hyannis, MA 02601
RE: 19 Johnson Lane, Centerville
Dear Board of Health,
As owner of the above referenced property, please be advised that
Sullivan Engineering, Inc. has my permission to represent me before your
Board in all matters pertaining to the proposed septic system at my
property.
Sincerely,
Sheldon F. Stewart
-_ NOTES
1. 'Water Supply For ThisLotis Municipal Water. �F.G.42.0 Ft.G. 43.3 Vent
2.Location of Utilities Shown'en This Plan Are Aporox.
o At Least 72 Hours Prior ro Any =xcavation Far This ��.
Project The Contractor Shall Make The Required 400 1 l i Bor.EI.41.5
Notification to DIG SAFE-1-888-344-7233. t ' u �OG I -; \\ 42 2r 39.7% 11500 Gal.3.The Contractor is Re uired to Secure Appropriate i Se tic Tank 5,q p I 42.0
Permits From Town Agencies For Construction
Defined by This Plan. Adj.Groundwater El.36.5 T
4.Install Risers as Required to Within 12"of Finished Bedding as
Grade. Per Title 5
5.All Structures Buried Four Feet (4') or More or DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM
�' Subject to Vehicular to be H-ZO Loading.
/4' j 3'(T R) - - Moog Not to Scale
Y — Reau.vE i 6.Septic System to be Installed in Accordance With
310 CMR 15.00 Latest Revision And The Town of
t Barnstable Board of Health Regulations. 24'0�pening Above For,M.H.
DESIGN DATA 1/2 0 Goly,Pipe For Frame 3 Cover.1
✓ _ __ - 7 All Piping lobe Sch.40 PVC. Float Support
' ( Depth w! Single Family -2 Bedrooms 4,
o= I S.Depth of Inlet Tee Below F)ow Line: 10"Min. g y
No Garbage Grinder r�. •
Dep of Outlet Tee Belo Flow Line 14' Min. Daily Flow: 2 x IlOgal. =220 gpd a ��
o Pump Pcwer 6 Float Contrci
c �I With Gas Baffle. , Cables Installed nAccordance
_ Z o� -�. __ Septic Tank 220 gpd x 200 /o =440gpd O t
ai � Usea1500GalIonSepticTank With Local Bldg.BEiecCodes 1�_r�
LEACHING AREA
S �i 4"0 Sch.40 PVC
`C- 220 gpd/0.74 = 258 s.f.Required I ?rzccst Pump
r From Septic Tank
G Use Bottom Area Only Chamber
q o! 303 s.f.Provided 8'-0"
LEACHING BED DESIGN
All Pipes to be Schedule 40 PVC
' Perforated With Ends lobe Vented. Use PLAN
If Encountered Remove&Replaoe
PARTIAL PLAN f All Unstiitabie Soils WithtriSoC ( 6 - 4 'm Distribution Lines in o
Not to Scale rt The Outer Pemeterof The System Leaching Bed as Shown.
4"0Sch.40PVC Finished 9"Min
t From Septic Tank Grade-� Cover
....... .......
_ 10'(Min.)
•� Conduit Thru Chcmt•er ^,----- �L_=�r. 4 f cor Pcwer 6 F'oc; Gcly.
T - t - ' Emergency Storage °,; Cables Chain ,:
T.O.W.46.0 ,.°
-- 0 RGd,;`t'a c 5 0�.R 32tl: 220 Gallons env. 39.3
i p v 4i -:-/3 Alarm on 38.5 I i ;
_ v 2 0 Sch.40=I/C
Varies 2-0 Mercur To y' I
c_ T.O.W_43.5 Pump on 37.7 /' Threaded Pice
5 vitchs 3Peq'd
Finish Grade 43.3
Finish �- Pum off 36.7 pi Check Vcive
o FinishGrade 2.0 I ; 32cwr. 0-\NAY sa'*'-:D SecurePipectTcp&
uorom of Chamfer I� _
q Bottom E1.35.3
- Leaching I 3 �/cL. tS �'J. I_pAtnY e `Ncaned
p� j c1Cne :'Y1in
Impermable Chamber I �rac> !t0 Ys2 S/—� a�wua� 3 -e p; „ -_
Barrier -} --- W 2D�
SECTION `a' .� ' `_�'. Ya'_ ;b`�l �2N p SECTION
rR` EEL (1000 GALLON SEPTIC TANK)
Not to Scale PUMP CHAMBER DETAIL
-7 V.,^,t to Sccle
to>e s�•:.. n;o,;+o�.•-� q +*
a�crit: py
9"Min: N !t. �!- ✓�.
f Finish Grade E3ti st_L l_tvP.t-t E-NC+to ;v= t C
'�•`�+TIJr'S5. �, v�S�nat2A.tS
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Compacted Fill Filter 4"0 Perforated JnT w/3/OS Fabric/Pvc Pipe No State Title V Variances Required
i�t So, t*i I/8'-I/2 O T.1-i-Z EL`V. '-i'�._�_ _
Board of Health Variances Required
o Pea Stone 0 I i7RvANlGS o+ c< t3at�t y Town of Barnstable Chapter 360
y'' On-Site Sewage Disposal Systems
Double Washed A 7RK GQ'1 5+4 a,�N sa.,tv o v
Stone Article I: Location of Components
p
l(TYp.) '3'-0"Ty p.) Varies — 100 foot separation required for all
t �o components from wetlands SEPTIC SYSTEM DETAILS
Y J/3
° �3 I YLL ISN 2TytV 'r oa,�v Septic Tank.- 56 feet provided from BVW 19 JOHNSON LANE
i IN Z aY Pump Chamber: 70 feet provided from BVW CROSS SECTION OF LEACHING BED CENTERVILLE, MASS.
Leach Field: 82 feet provided from BVW SULLIVAN ENGINEERING INC.
Not to Scale C't AND Z,S { 'ram%�/ r 'Jr °`-
6-7'�_! Reserve Area: 80 feet provided from BVW OSTERV/LLE , MASS.
5 " ' Deed restriction required for 2 bedroom design SHEET 3 of 3
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KITCHEN
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DINING
FIRST FLOOR
F, CLIENT [,ROJtc.l flyAptii
CHAMPION BUILDERS, INC.
AD1763FF
300 OAK STREET, 155 CORPORATE PARK a RESIDENTIAL DESIGNSCALE
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PEMBROKE MASSACHUSETTS 02359 { 300 OAK ST., 155 CORPORATE PARK, PEMBROKE, MA. W SHEET NUMBER
781.829.896.1 0 d A
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LAUNDRY
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SECOND
FLOOR PLAN .
REVISIONS
(GENERAL)CONTRACTOR SHALL VERIFY ALL CONDITIONS,
- -EXISTING AND/OR PROPOSED.ANY DISCREPANCIES AND/OR
NOTE:
1.) The property line information shown was
l compiled from available record information.
2.) The topographic information was obtained ,
from on on the ground survey performed on
' 28, 0 4. - hira,.`U: ;•,..,e_
I Septemb er 2 0 c Lan41n4Qj ^PotoF' .
3.) The datum used is NGVD '29, o fixed mean
I sea level datum. _ .,. -�cKt- %S,�>•��_Niitir� -
IP
RD-1
\ I I V'lb FEMA Zone Line as shown on FIRM i� r N�
\ 1 'W"vArea (min.) 43,560 SF 9•rU`,; v'
\ I I Panel A 250001 0015 C(August 19, 1985) N r.` r =•_y-:=
\ Fronto a (min) 20'
Width ?min) 125'
I \ I I Setbacks: ,
Front 30' LOCATION MAP:
g 1 I 1 Side 10' 1" = 2000't
Rear 10'
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ASSESSORS REF.:
FLOOD ZONE: Mop 193, Parcel 076
It 1 / Zone B & C (see plan)
I \ , Community Panel No. OVERLAY DISTRICT:
1 1250001 0015 C
0 August 19, 1985 AP - Aquifer Protection District
R_4'.1'0 As Shown on Plan Entitled
"Revised Groundwater Protection
It\ \ \ t /* Overlay Districts" - April, 1993
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Title:. PREPARED FOR:
PREPARED BY.-
Existing CO11dIt10nS Sullivan Engineering, Inc. CapeSury
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�� Plan of Land at
Sheldon F. Stewart PO Box 659 PO Box 718
PO Box 21tO Osterville, MA 02655 Hyannis MA 02601-0718
f;1 19 Johnson Lane i6 - Centerville, Mo. 02632 (508)428-3344(508)428-3115 fox (508)790-7902(508)790-7905 fox
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Title. PREPARED FOR. PREPARED 8Y.• -
Sullivan Engineering, In . CapeSury
N ( SITE PLAN Shel C don F. Stewart Po Box 659 Po eaX 718
f
p PROPOSED IMPROVEMENTS PO Box ?110 Osterville, MA 02655 Hyannis MA 02601-0718
1v N 19 JOHNSON LANE Centervilien, Ma. - 02632 (508)428-3344 (508)428-3115 fox (508)790-7902 (508)790-7905 fox
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CENTERVI L L E , MASS.
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Date, = Scale: - - Review: PS Comp./Draft: WHK/RRL
September 28, 2004 As Shown _ _.._
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