HomeMy WebLinkAbout0431 BAXTERS NECK ROAD - Health E43l,,BAXTER NECK'Rc,,TONS MILLS5 007
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TOWN OF BARNSTABLEj- E.
i SEWAGE # / R `
LOCATION 7
ASSESSOR'S MAP & LOT
VILLAGE
.
INSTALLER'S NAME&PHONE NO.
/SGd wd
SEPTIC TANK CAPACITY ,
LEACHING FACILITY: (type)
(size)
_
M;. NO,,OF BEDROOMS
.,., ,.
01,
..BUILDER OR OWNER
:. PERMIT_DATE: �.
COMPLIAN ATE:
Separation Distance Between the:
- Feet
Maximum Ad1usted Groundwater Table and Bottom of Leaching Faetlity,.
Private Water Supply Weft and Leaching Facility (If any wells exist
onsite or within 200 feet of leaching facility)
Feet
{ Edge of_We.tland and Leaching Facthty(If any'wetl ands exist
(` within 300,feef of leaching facility)
Feet
„ ..
F.unushed by :. .
1 _
CGS,
. 0
Q 0
3 I TOWN OF BARNST LEi— 10
,LOC'ATION SEWAGE #
y
VILLAGE ASSESSOR'S MAP & LOTS-�e��
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) ,c (size)
NO. OF BEDROOMS
BUILDER OR OWNER
PERMIT DATE: - -�'! COMPLIAN ATE:
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
aye
, o
,.
0
{
/
No. Fee 100
qp_ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
ydPUBLIC HEALTH DIVISION =TOWN OF BARNSTABLES MASSACHUSETTS
Zpprication for Migool *p6tem Congtrurtion permit
Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
FA 1
Location Address or Lot No. i-O't 7A Owner's Name,Address and Tel.No. t s 7 6f 1—76 q—2 Z a 2
13 'V Nt�e-K Ro/1n Pr1/✓cG eoiw ReALfiy trUS'r'
A
Assessor'sMap/Parcel MARSfioNS InILLS MA -725. C_,4A- fo/VS?',
MAP 75' P,41'4E[. 0o7- 7,4 WortvooD 4A 0:20f,-1,
Installer's Name,Address,�and Tel.No. Designer's Name,Address and Tel.No. y 2 91"3 3 H&-1
1hek L0vim'— 'Z?1 --9 1 Z pC-'ET 5000l riAN, PE
3g Mgc,_7 7 12p
sfiEr /LL.E � D2�s�
Type of Building:
Dwelling No.of Bedrooms t5_ Lot Size 11_34 g 7j sq.ft. Garbage Grinder(yE�
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 6-6-0 k ,SO% gallons per day. Calculated daily flow 9 2 S gallons.
Plan Date TL/Ly 29 199 lr Number of sheets 2 Revision Date WaA167
Title SitE PLAA/ Pr6,P.0 S FD septic S&,tem 6? L ce'r '7A Mxter ivee K RoA D
Size of Septic Tank 2ooy GfEL 2. Cl.,a1 P4rii e1j-Y Type of S.A.S. 1 2'A(ol' 1,eV,-ALdtE C/�� ReB
Description of Soil Q-2 q AM LaAM d- Su d So 1 L. o / 2 N -/ 72-"' C
/1 eDj U M S,9AID "7 2 it— I ILI 4 /l M ED. F1 ME 1'tE S/VwD re-thl tV6
u1�1t�d •
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 Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued this BoaKdd of Health.
Signed Date
Application Approved by Z_ Date 7 9
Application Disapproved for the following reasons
Permit N 9�`��✓ Date Issued 7
No. / „.,, 1 F Fee .OD
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION-TOWN OF BARNSTABLE., MASSACHUSETTS
f Zipprication fov'Migpoga1 *pgtem Congtruction Permit
Application'for a Permit to Construct( )RepaiFr( r)Upgrade( )Abandon( ) 11 Complete System ElIndividual Components
P Location Address or Lot No. L_G r 7A W Owner's Name,Address and Tel.No. 1--7 8 1' G�/-2;L z 7
a. pAx-r6R, Nae-K RQAn r11ve-C C&PIW 2EALty trus-t
MRRst,"s Ins lGS ,no p fa/vS7-•
Assessor's Map/Parcel '7 2 5 C RA/
M A P"7-C PArc EL 0o7 - 7A W o r wo d,n ,4 a o G z-
Installer's Name,Address,and Tel.No.` _ Designer's Name,Address and Tel.No. Q 2&-33 y 1-I
j- d-k dons♦- -�,/ -41 Z�" pCtEr s"4z.1v,4N, PE
xr;o- ILLS a p2GS�
Y Type of Building:
Dwelling No.of Bedrooms t�_ Lot Size 4Y3,.4-73 sq.ft. Garbage Grinder()/E$ '
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures r ;.
Design Flow 550 c� 6_0`%o gallons per day. Calculated daily flow $ 2 S gallons.
Plan Date :TQLy 29, 1 t79 Sr Number of sheets 2— Revision Date NaNE
Title S1t& PLQMl - PPoPoSED S&Ptic SYS'teAl 0 La7 7A BAXter /vgc1C Ra,4D
Size of Septic Tank 2000 GAt..- 2 0�;,MP.4flAeA-Y Type of S.A.S. 1 Z'A V7" L&svCA1 yE cAgt9BEv
Description of Soil D-2 44 �� A/,@ L o a M 4 S4 a 5o 1 L.. , � 2 4/ 72" C A
C b I W M _V,0 n/1a . Q y, �.� M E D. F/ME- l ah 1 tE SAA/D `•N,O &,r,04J'1/I)
kill#�✓ 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 Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issued this Bo d of Health.
Signed - •--�" Date
Application Approved by - Date 7 9 Cr
Application Disapproved for the following reasons
Permit No. 9 F`::�� Date Issued 2 7
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS !
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(X)Repaired( )Upgraded( )
Abandoned( )by kk«-V-1 C_0.-N T_
at 1 n-t 7A 63 9Y-ter & cl4 oR D! X4t4Y0ys InIL.L.S, ALA---has-keen constructed ill accordance
with the provisions of Title 5 and the for Disposal System Construction Permit N(p- dated 9
Installer Designer
The issuance of this perms shal snot be construed as a guarantee that the syst ill funio s desig d.
Date /� Inspector i
—r— --
No. %lJ '-S � � -------------------- ----Fee IQV,
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
Mig;paal *pgtem Congtruction Permit
Permission is hereby granted to Construct()()Repair( )Upgrade( )Abandon( )
System located at Lnf 7A BA X7'Er AleC K RoA D )'YIAI'S49*f /YI1 LGs 10.4
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.
A
Provided:Construction must be completed within three years of the date of t ' ermit.
Date: Vr16 / Approved by.
r
'p p►XTE S`= h
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-lot 1003'e
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vl`NP 1n > 1 I \1n
2-6
A
30
is
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pLAGGB
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Sy IZ
0
26 'Ole
00
,/ IG
00-
L07 AREA
\ 1
PLAN VIEW
�� � 1SA�/ />> � � •---- - NO WOCtK PROPOSED
Scale:I = 50 I S/ WITHIN CON.COMM.
� �i. SuRISDICTION,
ELEV. 25,0
LOAM d- PERCOLATION TEST
° A�D 5U350IL CLASS 1 MATERIAL 79'+ TO Fj_A&rCP
24 DEPTH- 48,, \NETLAND SEE SEE
►I8, PERK TEST LESS-1'14AN 2 MIM/I NCH SEE SE3-325Z
NO WATER ENCOUNTED
,I CI MEDIUM SAND DATE: 03/24/65 O.
72 No. P--(08&8 -
JCZ. MED. FIP1EW1-rNESS! 1.DUNNtIVG,T.*r13.a,oaH. IFR
jy4rWHITE 5AND -TEST RY: P. SULLIVAN
SULLIVAN
NO WATER ENCOUNTED W.Mrss
CIVIL
►STER�a`a
S.IOTE; ALL GRADES ON MLVU DATUM
f`AAP 76- PARCEL_ 007- 7
The Proposed foundation shown hereon complies SITE PLAN
with the sideline set back requirements for the Town PROPOSED SEPTIC SYSTEM
of Barnstable and is not located within the 100 year AT
floodplain. LOT 7A BAXTER NECK ROAD
MARSTONS MILLS, MA
FOR
PRINCE COVE REALTY TRUST
REV1s10H a/ZI/oo CHANGED H9E. L.00AMON R. J. BURKE TRUSTEE
SCALE: 1"=50' DATE: JULY 29, 1998
SULLIVAN ENGINEERING INC.
SHEET I Of 2 OSTERVILLE, MA
NOTES DESIGN DATA
Single Family=5 Bedroom
I.Water Supply ForThis Lot is Municipal Water With .Garbage Grinder
2 Location of Utilities Shown on This Plan Are Approx. Daily Flow=110 x5.=550 GPD
At Least 72 Hours Prior to Any Excavation ForThis SeptiCTonk.550 x 200%=I 100 Gal
Project The ContractorSholl Make The Required Use 2000 Gallon Septic Tank W'tth 2Comporfinents.
Notification to Dig Safe(1-800-322-4844) LEACHING AREA
3.The Contractor is Required to Secure Appropriate 825 GPD/0.74=1115 SF Required
Permits From Town Agencies For Construction ' Sidewall=2(12-67.`)2=316 S.F.
Defined byThis Plan. BotlomAreazdx67. = 804S.F-
4 Install Risdrs as Required to Within d'of 1120 S.F.Total Provided
Finished Grade. LEACHING CHAMBER DESIGN
5.All Structures Buried Fomr Feet or More or Subject* All Pipes to be Schedule 40.PVC
to Vehicular Traffic lobe H-20 Loading. 7-500Gal Leaching Chambers in
6. Septic System to be Installed in Accordance With d x 67'Washed Stone Field as
310 CMR 15.00 Latest Revision And The Townof Shown,
Barnstable Board of Health Regulations
7. All Piping lobe Sch.40 PVC.
8.Septic.Tank Shall be a 2000 Gal., 2 Compartments.
The First Compartment Shall Have a Volume of Not
Less Than 1100 Gal.And The Second of Not Less
Than 550 .Gal.
Top Found. 27.0
F.G.26.0 F.G.27.0
24.0 23.0
See Note No.8 Top El.24.0
23.8 23.6 B at.E1.21.0
23.4 23.2
Bedding as
Per Title 5 Bottom of Test Hole El.13.0
No Ground Water
DELVELOPED PROFILE OF.PROPOSED SEPTIC SYSTEM
Not to Scale
Finish
Grade
i3
Filter
M Fabric -Compacted Fill
Pea Stone
M7 1AOF
Leaching 3/4°-1 1/2Double
aChamber Washed
SULLIVAN
NO.29733
r 4-10 • _I � CIVIL
CROSS SECTION OF CHAMBER
_NOT TO SCALE
SHEET 2 of 2
LOT 7A -i3AXTER WF-cv. (ZD.
M A 12STo rvs M I L_LS M 4