HomeMy WebLinkAbout0249 LONG BEACH ROAD - Health 249 Long Beach Road
Centerville
A = 185 029 _ _
TOWN OF BARNSTABLE
LOCATION ' . SEWAGE M
VILLAGE O. ASSESSOR'S & LOTLffj�-°-0
INSTALLER'S NT
&PHONE NO.
�6, -27EPTICTANK I'I'Y
LEACHING FACILITY: (type) Lffi (size)
NO.OF BEDROOMS s
BUILDER OR OWNER n S
PERMIT DATE; ` a COMPLIANCE DA
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within,300 feet of leaching facility): Feet
Furnished by
(,
i
43
3 -.3G
y� 3.3
,ox IS leadh'1,ng d
s 15 00 gal t ,-�a,n �H-20)
B �
1, t)00 IH
OJ 1 .Twr,P � arnbex(H-�)
`DS- 5 -2O)
�l> ✓ , n Fee
s • 't THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
s
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01pprication for 30iopozal *p5tetu Cougtruction Permit
Application for a Permit to Construct( )Repair( pgrad x)Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.a tf/ /L p ed � Owner's Name,Address and Tel.No.
�e e.�r^v)✓✓//e /�/�Asfasi� l��r
Assessor's Map/Parcel mtv /16- ,per 0,,3
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
(�.S ��jI(4 LC •'/� C—'s,LL &*4, �ci//i✓CLJ� PC/S t�!/i"l/2 i7 �hS�Ycea ri lh� .
''� 7 �a rKe.r 2d-��.p.iSoX leSy, G�ferv,%/e oafs "
Type of Building:Dwelling No.of Bedrooms 6- Lot Size-25, 700 sq.ft. Garbage Grinder(N)O
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 15S-0 gallons per day. Calculated daily flow 5515 gallons.
Plan Date M a a oo O Number of sheets / Revision Date Nq
Title 5/tom Plwn Lo pctse�C h' 9r�e1C, ce# a�G Long �'ea�i
Size of Septic Tank /540 aa_//irn Type of S.A.S. G—"t A.36 E—M
►fit 9�6�
Description of Soil 0 -6 ' S d_ LVA 1-0&,-» /0 r
^ -da 4 (i oa,-Se s0 r /o y r /
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of TitlWfthe nvironmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued by tf Health.
Signed Date
Application Approved b Date <
Application Disapproved for the following reasons
Permit No. Date Issued f
No. V ✓ � .z`,. �` Fee
r .r THE COMMONWEALTH OF MASACHUSETTS Enteied an computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,, MASSACHUSETTS s
ZIpprication for Digpooar *p.5tem Congtruction permit
Application for a Permit to Construct( )Repair( )Upgrade(X)Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address and Tel.No.
� Assessor's Ma /Pazcel �/�f� /✓//� /�!JClSfAs/Q- /�7Cc/�f� ,
p Q rEe.C.. 0, � C,r-ro/�
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
r .'''�' <���uLcy✓i4 C f'C�cr ,1 11 ✓l/ PICA li/J,/a// C/�,
'7 /Ja rKer /?a[/ U,�oX 1� 'j% Geer✓,i/r a��g
Type of Building: ( O
Dwelling No.of Bedrooms Lot Size�S 700 sq.ft. Garbage-Grinder(
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow S SO gallons per day. Calculated daily flow S S S gallons.
Plan Date 17') / a�2 , a Apo O Number of sheets / Revision Date /V 19
Title l'� /old)7 1 t'-o pose'L 4¢ L LL.IOG/MCA_ 4' d q q Ln f� R chi 4d—
r
Size of Septic Tank 1540 ja /m, Type of S.A.S. G L H e!u6 �J tv
Dee �I scription of Soil � SC¢ Id- 1,v/ � ,L oa J�, /J r 5/
4� ' (oa r,;t .sec ,A /U r
J_
Nature of Repairs or Alterations(Answer when applicable)
<r..
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system
in accordance with the provisions of Title 5 of the nvironmental Code and not to place•the system in operationuntil a Certifi-
cate of Compliance has been issued by thi i of Health.
Signed _ Date //
Application Approved b Date ���
Application Disapproved for the following reasons
Permit No. Date Issued
----------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
(Certificate of (Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed( )Repaired( )Upgrad&Kk )
Abandoned( )by
at r,? LO 1 a Gr m( Pe G- /)'Yz has been const ueked in accordance
with the provisions of Title 5 and the for Disposal System Construction Permi oOVZ. �:7
1,!K dated]
Installer Designer
The issuance of is permit shall not be construed as a guarantee that the sys a will unction 'esi ned.
Date Lam(/ Inspector IV.
———————————————————————————————————————
No. 4�,0,0 " f�! Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE,, MASSACHUSETTS
Digpo.Zal &pgtem Con.5truction Vermit
Permission is hereby granted to Construct( p)Repair( Upgrade(A)Abandon( )
System located at o� q /..0/ / ? u a, ��U a � � �P/2H-,,rY,,/1 e-
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to
comply with Title 5 and the following local provisions or special conditions.
Provided:Construct* Approved by must be completed within three years of the date of this p
Date: �, �. /(1 D
'" r
rV Y
TOWN OF BARNSTABLE �
LOCATIO Lonn etirin L0 . SEWAGE
VILLAGE ASSESSOR'S & LOT —N—
INSTALLER'S N &PHONE NO.R, r ,
- a •g�3
EPTIC TANK C I'I•Y0 /)17./T/0
LEACHING FACILrIY: (type) lot-jctt)Wg�
x /S(size)
NO.OF BEDROOMS
BUILDER OR OWNER /1 S
PERMITDATE: e ' COMPLIANCE DA :
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Well and Leaching Facility (If any wells exist
on site or within 200 feet of leaching facility) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet
Furnished by I
3 -36 'F"
y, 33
31W� q �L
sox 15 l ea ch'i ng bed
15 ®o g�U c , -6arl t (H-2®)
-" 600 al I ,`TILMP Ch Ombe-,r(H-Zo)
�8- 5qH -Z®,
Lucy K� r
. } - y [LO -1!!MMy1/t:tlrTttiVlLt,.t�tW ''_.".-.._„ • -cr� �, 9
S ••
o.�REET _
Remove exbdng timber relai•ieg wag soda c e tx,� o�cK« -
R -Oft- 'w
ee eouaete retsiniegw•e6 / Rawce p•�ow6 R o .ti .
rt ce w�itb poured lu pla I
P� '
245'- ij
0" TEST HOLE ELEV. 6.7 •IwCL
/ -- --- ---- IF
Sand With Loam
6
��. 0 IOYR 5/3 IM.
„ C Coarse Sand IOYR 7/2 :
4 82 Class I Material,Groundwater at 72" = a0 -1 S g a 8 8 20' I °ar _"""'AYftbe� � / N—• m LOCUS PLAN
14 1 Date:2/2/00 By SElnc. „• e$ei r3 none nt
Witness: D.Micrandi,T.O.B. a a I Ko I n $ as- �__ 1 ~"—L _ Scale:1��=2000�
I °� Z
Groundwater Adjustment ; _� �w° n x � Assessors Map 185
Groundwater at 6.0'=EI.0.7. ° ma` A
4+ Index Well:MIW29,ZoneA \ I' .. " I o" p -.1 Parcel29
V Adjustment: 1.5', April 2000 HOLE: �=1 Ground Water Protection
Adjusted Groundwater Elev.'t_.2 n •�, e F t o Zone AP
? d ` - \ E• t;, Fi m ,o, Zoning; RD
a<� a° Front 30'
1 ` �� - --�---- ------- - -- --- -- -- �\ ° Side 15'
-
--
Rear 15
°-16'-40"W 243'+ 1 h V✓ .:_
PLAN VI E W -- Finish Grade
{ N/F Roy 6 TAB/mo /Ab Tq ti1UST.PICMtT `\ i E{
..-✓ Filter 4•0 Perforated
u �-Compacted fill Fabric PVC Pipe
Scale: 1 = 3 0 \ >Resoore i a
etbting;amber retaining Wan and Mora: 9 1/6"-Ile
.
r - Pea Stone
replace with Poured Inplan concrete tetaining Wit TO e!J R6M'ONLDgT•M
24"0Opening Above For M.H. DESIGN DATA � Washed
I&I?i Goly Pipe Fbr Frame 8 Cover. one
Float Support Single Family _ _ _. . _ __ __..__..-._ __ _.. ._. Vent Souble
- ... _µ __
With no Garbage Grinder F.G.I1.0
G.10.0 3-0.. 3.-0.. 3.- .. 4. 3.-0.. -
„•.;• :•�•ar''. ;!p,•. Daily Flow=llo x 5=550 GPD
x. Septic Tank*550 GPD x 200%=1100 Gal 171 n ri8 T Top It 9.2
Use 1500 Gallon Septic Tank
B .EI.8.2
g - D-Box P -
Pump Power B Float Control � To
8.5 l5oo Gallon 9.0 CROSS SECTION OF LEACH ING BED
Cables Installed in Accordance Q LEACHING AREA 8.3 Pump - 5 Min.to Adjusted
With.Local Bldg.B Elec.Codes. ( - Septic Tank Chamber Ground Water Not to Scale
\ 550 GPD/0.74=744 SF Required
Use Bottom Area Onlx 5/19/00
`r a 4"0 From.Septic Precast ump Bottom Areo=le x 50 2 750 S.F. Bedding do
Tank.Sch.40 PVC Chamber 760 S.F.Total Provided Per Title 5
s'-o" f - LEACHING BED DESIGNOF
All Pipes 1b be Schedule 40:PVC DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM
^' •;"•• v ^•e' /.•e.v•• PETER
_ .,;e.,, °•�,;• Perforated With Capped Ends..Uae Not to Scale
4-4"Distribution Line a 15'x 50' SULLIVAN
PLAN
Washed Stone Leaching Bed as Shown _. .. _ y
. - .._..._.._ �
• Street Address:249 Long Beach Road —_ �LL� - 40.29733
• Overall Scope:Proposed upgrade of existing foundation comply with : CIVIL
4"0 Sch.40 PVC Finished TES FEMA and State Building Code Regulations,remodel etisking single family
From Septic Tank Grade-7 dwelling, !S
� , L Water Supply For'I'hia Lot Is Municipal Water. `'� g,upgrade septic system to comply with Title S and local Board of
P.Ltleatton of Utilities Shown on This Plan Are Appro». Health Regulations,landscaping to include grading and retaining walls, /(3NA,
�
• ' At Least 72 Hours Prior to Any Excavation ForThls upgrade Pp
•ab .� o, ,l'. t rade utilities and all associated appurtenances
Conduit Thru Chamber :e Proleet The ContractorSholl Make The Required • ;kssessor'a Map 186 Parcel 29
For Power B Float Galy. oil To D-Box Notification to Dig Safe(I-800-322-4844) • REMA Zone A13(Elevation 11.00 NGVD)
Emergency Storage c Cables. Chain a; Min.2'Cover a The Contractor Is Required to Secure A slate "
Vol.550 Gol. aP (,"ommunity Panel Number 2500010016 D Map Revised July 2,1992
Permits From Town Agencies For Construction
b Defined This Plan toning Distrito RD:Set Basic,30n5n5 SITE PLAN
form on EI. 2"0 Sch.40 PVC � f•
Mercury Float „ + rJlan Reference for property line information:Plan Book 11 Page 139
PumponEl. 4.6 Threaded Pipe 4 Finished seraaaRequirodtoWithtn 12 of Entitled"Plan of Land Centerville Barnstable Massachulietis George Jand PROPOSED SEPTIC UPGRADE
Switchs-3R b
Finished Grade.
Puss off EL 3.9 Check Valve btuth jH.Schuman scale 1"�20 May 1952 Whitney And B>;Ssset Hyannis AT
t3 All Structures a Buried Fo1lr Feet or More orSubject " 249 LONG BEACH ROAD
SecureopeatTopB to Vehicular Traffic to '
Bottom of Chamber , 1 .�; .ill fill to be clean granular compatible material
BottomEl.2.9 s'Woshed &Septic System to be Installed in Accordance With • AllrnnoRtoberecha recharged
CENTERVILLE, MASS.
.`: ►•,"•:' i-:�►. Stone Min. 310 CMR 15.00 Latest,Revision And The Town of •
Barnstable Board of Health Regulations. • Driveway to be crushed stone FOR
SECTION T 7 Al I Pi pi ng to be Sch.40 PVC ].,At am-4700 sf ANASTASIA MARTY
B.Waterproof/Seal Concrete Septic Tank S Pump • t,roundwater Zone AP SCALE: AS SHOWN DATE MAY 22 2000
Not to PUMP CHAMBER DETAIL Chamber With 2 Coats ofApprove:dSealant. SULLIVAN .ENGINEERING INC. t
j I OSTERVILLE ASS.
} 99056
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