HomeMy WebLinkAbout0933 MAIN STREET (OST.) UNIT #E - Health 933 MAIN STREET, 66E"
Osterville
A - 117 - 067
J
f
i
TOWN OF BARNSTABLE
LOCATION omi m L, '� , 1� SEWAGE# ''
VILLAGE P), V - ASSESSOR'S MAP&PARCEL �}
'INSTALLERS NAME&PHONE NO. Ei►�LC-kPayo+ r,
SEPTIC TANK CAPACITY I �o y
LEACHING FACILITY:(type) / - S®J (size) 15..57-V Z
t . NO.OF BEDR60MS .
OWNER
PERMIT DATE: , 3 Q4° COMPLIANCE DATE: '71O
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the 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 JJ��
within 300 feet of leaching facility) Feet
FURNISHED BY��e +
0
. ,77-5 0 N
2�� 20
No. ���k
. ._ Fee
THE COMMONWEALTHWAEOTTSEntered in computer:OF
t 7
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
((II I+ ZLPpgication for �N!5pog;al *p5tem Con tructiou Permit
Application for a Permit to Constr t( Repair( ) Upgrade( ) Abandon( ) El Complete System ❑Individual Components
Location Address or Lot No. ' /av4 S?' Owner's Name,Address,and Tel.No.
alle
Assessor's Map/Parcel t O dza�ee Zowe �o e. S �id�r
_ 3'P
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms Lot Size � d sq. ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) G gpd Design flow provided aO gpd
Plan Date Number of sheets Revision Date
Title
Size of.Septic Tank Type of S.A.S.
Description of Soil
see
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 ce the system in operation until a Certificate of
Compliance has been issued by this Bo ealth
Signe & Date G 3 t�
Application Approved by 4 Date
Application Disapproved by: Date
for the following reasons
Permit No. Date Issued
y No: Mee; t/ \ ✓'�' 1
✓l/ t:' Fee f
L/ T _ �ITTHE COMMONWEALTH OF MASSACHUS Entered in computer: t
t
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Application for Migo dl *pgtem Con0truction permit
Application for a Permit to Const uC (�)� Repair( ) Upgrade( Abandon( ) ❑.Complete System ❑Individual Components
Location Address or Lot No. Jn� F �0/4Jlf ST /�`�
Owner's Name,Address,and Tel.No.
�
Assessor's Map/Parcel ot°rv�d
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 5OF S/77 4 n
Type of Building:
Dwelling / No.of Bedrooms nn� Lot Size � d < sq.ft. Garbage Grinder ( )
Other Type of Building /`,/S . No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required)`°.,9,?0 gpd Design'flow provided ;4240 gpd'
Plan Date Number of sheets Revision Date
Title , )- �; ..
Size of.Septic Tank Type of S.A.S.
Description of Soile
tt
NNature of Repairs or Alterations(Answer when applicable) i
o .
Date last inspected: t
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 Certificate of
Compliance has been issued by this Board o ealth. ! ,
f
Signed �M J( Date —Zel2 .-x/
Application Approved by //! tM Date
Application Disapproved bf Date
for the following reasons
on
t
v
_ - Permit No. 'a Date Issued
r J
—— ————— — ————————————————— ————————
-'-''-•-'----'---.. .�---_.__..«Lr"�`"`--�;�-'----'----'-._'-._-_----------------- ------._ - ----..---�--_-::.----.ter, . . ..-.- _ .. ._.... ---
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance `
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ),"*Repaired ( ) Upgraded ( )
Abandoned( )by /js'
at y " has been constructed in accordance
At
with . . .
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer P/JPa C' ��!��{ r 4 �i1 Designer
#bedrooms 1 Approved design flow ( gpd
The issuance of this permit shall not/be construed as a guarantee that the system wall-f�uncttiioonn)as designed.
. Date
# ! r Inspector � �/ �'/' 7/ i
( If " r -- w !-- _ ------ — -- --- — e — _----
----- --No. ----- I _ Fee_���/ 1
v "' THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
1=IgtJO$a1 �§p.5tem Cow5trUction Permit
Permission is hereby granted to Construct ( ) Repair ( ) Upgrade ( ) Abandon',( )
System located at yf l9
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
to comply with Title S and the following local provisions or special conditions.
Provided: Construccti�on ' ust be ompleted within three years of the date of this pe
Date / _„Approved by >
@7/17,/2M8 06: 49 5084775313 ENGINEERING WORKS PAGE 02
Town of Barnstable
Regulatory Sexices
84. Thomas F.Ceder,Director
Public Health 1DMsion
Thomas McKean,Director
2"Main Street,Hyannis,MA 02601
Office, 509-8624 44 Fax: 509-790-6304
In Willer&Dearer!CerNcation Form
:Dt : 6ld Sewage Permit# &V=-f a160,�- Assessor's Map\Parcel 1(?.-.0 6 7
-Dedi Pere a-ee4 ar 14S Installer: !ZS tz�Ca✓d JL(^ -\Q
Add : Address:
J
An (S CKCC Ve,),J was issued a wit to install a
(date) (installer) p
smptic system at re s) Sr Q based on a design drawn by
(address)
T 01f-ex _ dated 7/0�-
(designer)
. I certify that the septic system referenced above was installed substantially according to
the desi*, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
I ca* that the septic system referenced above was installed with major cages (i.e.
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system)but in accordance with State&Local Regulations. Plan revision or
eerfified as-built by designer to follow.
OF 44SS��
o�
PETEFY �• �
McENYEE.
er's Si CIVIL
No.35ti09
O �
19 9 IST�Pk�
�FFSS ON Ak-
(Designer's Signature) (Affix Designer's Stamp Isere)
jP �3g TUFT 'f® 11��5TA�BI.E YUIILIC IILALTkI DIdI IS Ulei.• CI�l1TI1�CAT1r OF
,r� CIs WILL I�OT �L I35UIr® UA12IL WIN EQM ANR AS-'CAW ARE
]jXCLIYLD BY THE RA SIMLE FUIiLIC IiEATMi nwisinN. TITAN%Y®IJ.
Ole Heddv q&JD aiVff Csttiflcatice Fdim 3-26-04.doc
Bk 23025 P m32 `36222
0.'-03-2008 Q 12=303�
DEED RESTRICTION
WHEREAS, Candace S. Lowe of 60 Brattle Street located in Cambridge, MA
is the owner of 933E Main Street, Osterville, MA and being shown as Lot 6 on a plan
entitled "Plan of Land in Osterville-Barnstable, Mass. Property of Dana M. and Marion
M. Marston,"dated October 5, 1950, Bearse and Kellogg, C.E., duly recorded with the
Barnstable County Registry of Deeds in Plan Book 95, Page 136.
WHEREAS, Candace S. Lowe as owner of said lot has agreed with the Town of
Barnstable Board of Health to a restriction as to the number of bedrooms which can be
included in any home built on said lot as a pre-condition of obtaining a disposal works
construction permit in compliance with 310 CMR 15.000 State Environmental Code,
Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage.
WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a
Disposal Works Construction Permit for a septic system in compliance with 310 CMR
15.000, State Environmental Code, Title V, Minimum Requirements for the Subsurface
Disposal of Sanitary Sewage is requiring that the agreement for the restriction on the
number of bedrooms in any house constructed on said lot be put on record with the
Barnstable County Registry of Deeds by recording this document.
NOW THEREFORE, Candace S. Lowe do hereby place the following restriction on her
above referenced land in accordance with her agreement with the Town of Bamstable
Board of Health which restriction shall run with the land and be binding upon all
successors in title:
1. 933E Main Street, Osterville, MA may have constructed upon it a house
containing no more than two (2) bedrooms.
Candace S. Lowe agrees that this shall be a permanent deed restriction.affecting
the dwelling located at 933E Main Street, Osterville, MA and being shown as
Lot 6, in Plan Book 96, Page 135.
M
Page 1
t
s, Bk 23025 Pg 33 #36222
• For title of Candace S. Lowe see the following
Deed: Book 6560, Page 058.
Executed as a sealed instrument this D day of �� - , 2008.
Owner's signature
{
Owner's signature
Owner's signature
COMMONWEALTH OF MASSACHUSETTS
ss Date 5u ge-, �O , 2008
Then personally appeared the above named S 20W
known to me to be the person/s who executed the following instrument and auenk,`
acknowledged the same to be their free act and deed, before me. 46,
:,fin13"+i"cs�
K UP
Notary
My miss!;W,
Weam M" aobu"
yrCrnamsss on
ARNSTABIE COUNTY Page 2
g
ARNI TRY OF DEEDS
A TRUE COREGIPY,ATTEST
IOHN F.MEAD REGISTER BARNSTABLE REGISTRY OF DEEDS 2
h -
DISCONNECT SEWER LEGEND N sepuit Ra
REDIRECT PLUMBING ® �`
NEW SEWER OUTLET EXISTING CONTOUR rob
¢0
EXIST. CESSPOOL INVERT EL.=99.00(MIN.) x 1UU.98 EXISTING SPOT GRADE
TO BE PUMPED & Ishem
FILLED WITH SAND N/ EXISTING WATER SERVICE Pond �`estotlon Rd o�7 tV Wy
�I En,
60.00' W PROPOSED WATER SERVICE s�
OHW G EXISTING GAS SERVICE
OHW
-Z0 ., OHW OVERHEAD WIRES `r C
o
�S7 �� k 70 70J �;`� ��> ® TEST PIT \ y� �R° �� LOCUS 2�
k 1 G G —_. _2 43_.._, Q , BENCHMARK L° boy gtceet �a
LOCUS MAP
EX15TING DWELLING '%� '` %' t a NOT TO SCALE
j 50116ING 'e"�/ GENERAL NOTES:
ich
/TOF / 102.34 i Can-
BOARD 1 . ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
10 �� OF HEALTH AND THE DESIGN ENGINEER.
9 W '�., 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
OF THE STATE .ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS .EXCEPT AS REQUESTED BELOW:
x`fyli
107 310 CMR 15.405(1)(b):
74 I
40 'MIL POLY LINER � � ,� 1) An 8' variance, S.A.S. to crawl space, for a 12' setback.
A
5 OUTSIDE S.A.S. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
.. ... — 7 N BETWEEN EL. 99.0— 95.3 �'- ` - < 70 10 TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
707 O f 8s 00.90 DESIGN ENGINEER.
00 i 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
15:5'--�� FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN .
-ENGINEER BEFORE CONSTRUCTION- CONTINUES.
— --f' 5. ALL ELEVATIONS BASED ON ASSUMED DATUM,
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
f. P—
TP-�1 T BIT-CONC.
2 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
BIT-CONC. N 10 DRIVEWAY
7. WATER HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
R SUPPLY PROVIDED BY TOWN WATER SERVICE.
(� �
'17 2
DRIVEWAY I O PROPOSED SEPTIC TANK 8. THERE ARE NO PRIVATE WELLS WITHIN 150' OF THE PROPOSED S.A.S.
PROPOSED S.A.S. I, 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
CUT & PATCH PAVEMENT AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
AS REQUIRED DIRECTED BY THE APPROVING AUTHORITIES.
EDGE of PAVEMENT 10. IT SHALL- BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
N �� ^] //��^] THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
AP I / -Ob / CONSTRUCTION.
BIT-GONG DRIVEWAY 1 1 . WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
3,53UI IN THE AREA BENEATH AND ON ALL SIDES OF THE S.A.S. AND REPLACE
W WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
(AS MARKED OUT) OF
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
S��, INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL.
RELOCATE WATER SERVICE yG�' PROPOSED SEPTIC SYSTEM UPGRADE
(MAINTAIN 10' SETBACK FROM SEPTIC)CONSULT WITH COMM WATER OISTRIGT `n 933 MAIN ST., BLDG. "E", OSTERVILLE, MA
BENCHMARK SET dPK. NAIL, EL. I00.00 7 ` �`` Prepared for: Candance Lowe, 60 Brattle Street, Cambridge, MA 02138
(A55UMED DATUM) 18" .WIDE PRIVATE WAY °� SG��
$ ` Engineering by: Surveying by: SCALE DRAWN J08. N0.
Engineering Works HOOD 5URVEY GROUP 1"=10' P.T.M.
12 West Crossfield. Road 18 Route 6A DATE
(� C Forestdole, MA 02644 Sandwich, MA 02563 CHECKED SHEET NO.
(508) 477-5313 (508) 888-1090 6/7/08 P.T.M. 1 of 2
{ NOTE: Td PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:97.8
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
PROPOSED TANK PROPOSED D-80X PROPOSED S.A.S. (3) 5" DIA.OUTLETS
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & COVER INSTALL RISER & COVER OVER ONE CHAMBER AND
16'
T.O.F. OUTLET AND SET TO 6' OF FINISH GRADE SET TO 6" OF GRADE SET TO 3' OF F.G. 1T0 SERVE AS INSPECTION PORT 15.5-� 2'
F.G. EL.=102.34 F.G. EL.=101.Ot F.G. EL: 100.8t F.G. EL 101.1(MAX.)
f .
I 12„
15.5" O
L m 12' L - 7 L = 4' 1 2" LAYER OF 1/8' TO 1/2" 6" 8„
0 S=1 0 (MIN.) @ S=l% (MIN.) Q S=l% (MIN.) j DOUBLE WASHED STONE y
4'SCH40 PVC 4'SCH40 PVC 4'SCH40 PVC' (OR APPROVED FILTER FABRIC)h. T� T
0" g' 3®®B� 13 2n
1v IOU®e®®a H- 10 LOADING
INV:=98.75 48" LIQUID ®®®®®®®
INV.=98.50 D.-BOX
LEVEL 3,5' S.2' I 3.5'
GAS BAFFLE- INV.=98.17 INV.=98.00 "
PROPOSED D-BOX EFFECTIVE WIDTHI= 12.2'
N.T.S.
PROPOSED 1500 GALLON SEPTIC TANK (H-10) 1-500 GALLON LEACHING CHAMBER
MODIFY INTERIOR PLUMBING INV.=97.30 SURROUNDED WITH STONE AS SHOWN
TO EXIT HOUSE AT, OR ABOVE, H-10 RATED
INV,=99.00t TOP CONC, ELEV.=98.1
BREAKOUT ELEV.=97.80 M.,
®®® ® ® ® ®INV. ELEV.=97.30 a®®®= Ell NOTES: 1) SEPTIC TANK & D-BOX SHALL BESET LEVEL AND �®®® ®®®®® ®® ®®®® � ® � 33"
TRUE TO GRADE ON'A MECHANICALLY COMPACTED 0.1 ®®®®®
BOTTOM ELEV.=95.30
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 3.5' 8.5' '1 3.5' w ®® ®®®'® ® ® ® ® ® ~
310 CMR 15.221(2). N > ®LT®E31®® E3 ® ® ® ®
2) INSTALL INLET OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF EFFECTIVE LENGTH 15.5' Z.
3) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE, T.P. EXCAVATION OR G.W.
AS MANUFACTURED BY TUF-TITS; ZABEL OR EQUAL, LEACHING SYSTEM SECTION
4) MAXIMUM COVER OVER SEPTIC TANK, D-BOX &.S.A.S. NO GROUNDWATER, EL.=90.3 = 102"'
SHALL BE 3.6 L
SEPTIC SYSTEM PROFILE
N.T.S. 4" KNOCKOUT
' SOIL LOG 20fDIA. COVER
4" KNOCKOUT 4° KNOCKOUT 62"
DESIGN CRITERIA DATE: MAY 30, 2008 (REF#12,219)
SOIL 'EVALUATOR: PETER McENTEE PE 0
WITNESS: DONALD DESMARAIS R.S.
NUMBER OF BEDROOMS: 2 BEDROOMS ` f / i HEALTH AGENT
SOIL TEXTURAL CLASS: CLASS I !/�/ 4" KNOCKOUT
j py�g�,1p�/ / ELEV. T'P- 1 DEPTH ELEV. TP-2 DEPTH
11
DESIGN PERCOLATION RATE: 5 MIN/IN
/ '/OUILOI►rro� i j / 100.9 q 0 100.8 q o
DAILY FLOW: 220 G.P.U. nrjj .34 / % SANDY LOAM SANDY LOAM
1'OYR 3/3 10YR 3/3
DESIGN FLOW: 220 G.P.D. //� 99 9 12' 99.8
12'
B t B 500 GALLON CAPACITY, H-10 LOADING
GARBAGE GRINDER: NO 2 O SANDY LOAM SANDY LOAM
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY N �6 �,rb. ^ 10YR 5/8 10YR 5/8 97.9 36" 98.8 24` CHAMBERS
LEACHING AREA REQUIRED: (220) = 297,3 S.F. -_ C1 PERC cc N.T.S.
.74 N n/
Q FINE SAND 48" FINE SAND
USE 1-500 GALLON LEACHING CHAMBER WITH N i ^� ?`s`- i 5YR 5/6 SYR 5/6 PROPOSED SEPTIC SYSTEM UPGRADE
DOUBLE WASHED STONE ON ALL SIDES P. S.A 94.9 I 72" 94.8 72" $' 11
-=-�-= I c2 � c2 933 MAIN ST., BLDG. E , OSTERVILLE, MA
SIDEWALL AREA: 2(12.2' + 155) X 2 = 110.8 S.F. I'--15.5'-�1 MED. SAND MED. SAND
BOTTOM AREA: 12.2' x 15.5' = 189.1 S.F, 5YR 5/6 5YR 5/6 Prepared for: Candance Lowe, 60 Brattle Street, Cambridge, MA 02138
TOTAL AREA:...............__......... 299.9 S.F. 90.4 ; 126" 90.3 126" Engineering by: Surveying by: SCALE DRAWN JOB. NO.
PERC RATE <2 MIN/IN. ("C" HORIZONS) Engineering Works _HOOD 5URVEY GROUP NTS P.T.M. 178-08
12 West Crossfield Road 18 Route 6A
DESIGN FLOW PROVIDED: 0.74(299.9) = 221.9 G.P,D. NO GROUNDWATER ENCOUNTERED Forestdole, MA 02644 Sandwich, MA 02563 DATE CHECKED SHEET NO.
S.A.S. LAYOUT (508) 477-5313 (508) 888-1090 6/7/08 P.T.M. 2 of 2