HomeMy WebLinkAbout0046 ELAINE ROAD - Health (2) NJ .6 L= I �, a
C
No. w 068 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
9ppliLatlon for Misposaf 6pstem Const union 3pPrmit
Application for a Permit to Construct(4-)'-Repair(grade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No: y ell4kye Raxd Ouanet;; Na�Addrss, Tel.No..
U� `1Assessor's Map/Parcel,2
In taller''s Name Add jr and Tel:No. Gib-fe '17SZ Des
er's Name,Address,and T No.rS
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures aa'/
Design Flow(min.required) 330 gpd Design flow provided .1 gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) IAI 7,44l� � — p -I CJ
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 Certificate of
Compliance has been issued by this Board of Health.
Si Date
Application Approved by Date
N".
Application Disapproved by Date ,
for the following reasons
Permit No. 669 Date Issued
�i'✓�r a Fee No.
THE COMMONWEALTH OF MASSACHUSETTS Entered mcomputer: /
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS. Yes
�. 2pplication for Misposal 6pstem Construction Permit
Application for a Permit to Construct(4,<Repair(-)''Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components
Location Address.or Lot No. (9 Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel -fQ�S
installer's Name,Address,and Tel.No.5942~,2S'10- 75� Designer's Name,Address,and Tel.
✓�.sz`,a� C�-�i..���,�cS �•�-c,�"r.<�yr
Type of Building:
Dwelling No.of Bedrooms .3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures .�j
Design Flow(min.required) - gpd Design flow provided 3y. gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
r
Nature of Repairs or Alterations(Answer when applicable)
s
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 Certificate of
Compliance has been issued by this Board of Health.
Signed" lam'/ ?- _ Date ,
Application Approved by Date
Application Disapproved by Z —1 Date
for the following reasons
Permit No. -20 ZZ 66 9 Date Issued 70-X2
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( )'" Repaired(4.)—• Upgraded( )
Abandoned( )by Ilea i rr/v 6l`/l
at ,//, i��� /��i � i /TG�' ,r�/ 1/S has been constructed in accordance J
with the provisions of Title 5 and the/or Disposal System Construction Permit No7-02'? 'fib$dated 3111 ?r;
Installer 11'5Z5'/=7<7 �� /f?, '1�fG�S Designers
#bedrooms Approved design flow gP
3� d
The issuance of this permit shall not be construed as a guarantee that the system will fun ttc as designed.X
,
Date a I 1 Inspector
-- ------ - ----/-------- -------y'------- - -- -- -- -- - - - - - - --•------ ------------ --•---------------------
No' Fee , (r
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6pstem Construction Permit
Permission is hereby granted to Construct Repair(�)'�, Upgrade( )/ Abandon( )
System located at
and as described in the above Application for Disposal System Construction Permit. The applicant recognized •is/heriduty to comply with
Title 5 and the following local provisions or special conditions.
r�A^
Provided:Construct" must be completed within three years of the date of this permit.
Date ' Approved by v
TOWN OF BARNSTABLE
LOCATION ��'/L,�/�Jj / SEWAGE# 2022-a6
VILLAGBaL1�/�'!/J/,$' ASSESSOR'S}MAP&PARCEL
/
INSTALLER'S NAME&PHONE NO fDlS
SEPTIC TANK CAPACITY
LEACHING FACILITY.(type) �°"�lry/9!?il,bL/"S (size)
NO.OF BEDROOMS 3 N s tF
OWNER ;.c
PERMIT DATE:3—9_02-OF COMPLIANCE ATE:
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 within
300 feet of leaching facility) Feet
FURNISHED BY�� Q�4 ;eaAt -Q_,
41W0 s�
a— 3
Town of Barnstable
t KNE
TAT Regulatory Services
• Richard V. Scali,Interim Director
sn�vsrnst.e.
Public Health Division
9Q 059.
�� `0 -
UAIF°Nt°rs Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-790-6304
Installer&Designer Certification Form
Date: Sewage,Permit# 2 022-6141o8' Assessor's VIaplParcel
Fc+e C C +P_--e /
Designer: „n�e�.n J ataY,- .c S IV,r. Installer:
Address: I VJ, Cross-p-e/c/ PLd Address:
�14�e,MA dz6gy �i r T� s0W
On 'C__ SQ- was issued a permit to install a
(date) (installer)
septic system at �► �� f� Q `1 0 t S based on a design drawn by
(address)
C/t9;�r�Qe/ ✓1 . lr�a c�lcs j�h� dated -
(designer)
I certify that the septic system referenced above was installed substantially according to
the design,which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the septic system referenced above was installed with major changes(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
certified as-built by designer to.follow. Strip out(if required)was inspected and the soils
were found satisfactory.
I certify that the':system,referenced above was constructed in with the terms
of the RA approval letters(if applicable)
b�f
WE s
McENZEE
nstaller s Signature) cNIL
No.35109
C
�g�.�fOtStE¢�
(Des.igner''s Signature) (Affix Designe. ere)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
QftSeptic`a)esigner Certification Form Rev 8-14-13.doc
Engineers note:This certificationis limited to an as-built inspection of system components as installed prior to backfill.The
engineer did not supervise construction of the system.The installer assumes responsibility for all materials,workmanship,backfilling
to specified grades with proper compaction and setting risers/covers as shown on the design plan.
t
--64-- EXISTING CONTOUR
x 60.98 EXISTING SPOT GRADE L� �'�}_ �� ,� o46E1a1neRfl,,�,i
I —HI EXISTING WATER SVC. . �t H"yennisA'02601
100.21 —G EXISTING GAS SVC. 1E-1 -Ics } n ^/��`GiF >
S --&..H.N. OVERHEAD WIRES
• a TEST PIT
LJ
100.16 BENCHMARK
= LEGEND
101,59 r`�� ? f'' i U
0 / •� �I Ufa, ap,Ay}, • t� \t\
100,14 / "R
" / 101,6 a,
of 01.42• -.a :
v, C 101.59 LOCUS MAP
s GENERAL NOTES.
Ae �, 5102,03 x
ed .pk� o LOT 23 / 101,45 ��� 1. ALLBOA CHANGES
THIS
ANDT HE DESIGN USTBE APPROVED BY THE LOCAL
� ) 100,12 Q 10,500 SF / ? 101.30,00 S•. BENCHMARK 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
Y / 00 COR./BULKHEAD OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
100,03 '" 101,7 /
02,05 EL.=103.01 LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
G' —310 CMR 15.405(1)(b): LOCAL UPGRADE APPROVAL
I 1) A 5' variance, S.A.S. to cellar wall (bulkhead), for a 15' setback.
101,21
" -•.: 05 EXISTING 101.38 2) If required, a 1' variance to the 3' maximum cover requirement,
100 SET "` HOUSE(#46) x EXISTING LEACH PIT for up to 4' of max. cover. S.A.S. shall be H-20 and vented.
/ 00.4 .O TO BE PUMPED, FILLED 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
/ -Y� �T•O.F.=103.0E GEN. 0 /� WITH SAND & ABANDONED TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
' 2 L•:':< ', 101,89 �- DESIGN ENGINEER.
/ C '.:""'.• 0 x 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
100,00 01,73 AC + 100.8 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
ENGINEER BEFORE CONSTRUCTION CONTINUES.
1OL29 101.81
05. ALL ELEVATIONS BASED ON AN ASSUMED DATUM.
10 B G 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
100.96 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
x 102 39 GARAGE 103, X HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
101,12 000 DECK / `t�r� 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
101,46 / EXISTING SEPTIC TANK 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
/ TOP OF TANK, EL.=99.55 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
x INV.(OUT), EL.=98.20>± AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
101,92 .1� ! 0 100,43 DIRECTED BY THE APPROVING AUTHORITIES.
101,10 x TP-1 p yyJ 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
2 10 X 101;75 O r THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
6'- TP-2 0 Dc� 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
��f., ✓� 0 4'; yj Dc� IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
r1• L, REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
00.87X ? ' 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
^�' d•
INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
s
PROPOSED S.A.S.
o
"f 100,87 2-500 GAL CHAMBERS 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
+ o°e SURROUNDED W�4' STONE NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
SPK le 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
c� 100,77+' µode SYSTEM COMPONENTS NOT SHOWN ON THE PLAN
of Mgss9�ti HE 5� PARCEL ID: 248-108
o PETER T.
McENTEE PROPOSED SEPTIC SYSTEM UPGRADE PLAN
y 46 ELAI N E ROAD, HYAN N I S, MA
No.. 35109 35
S
61S�E Prepared for: Dean Stanley, 359 Cap'n Lijah's Rd, Centerville, MA 02632
I \ OWNER OF RECORD Engineering by: SCALE DRAWN JOB. NO.
DACEY, BRIAN T Engineering Works, Inc. 1"=20' P.T.M. 321-21
P.O. BOX 95 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
CENTERVILLE, MA 02632 (508) 477-5313 1/6/21 P.T.M. 1 Of 2
f
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL: 98.5
FOR A DISTANCE OF 15' AROUND THE
PERIMETER OF THE S.A.S.
SEPTIC TANK PROPOSED D-BOX
INSTALL RISER AND COVER PROPOSED S.A.S.
INSTALL RISERS
& 6OF COVERSOVER INLET GRADE SET TO WITHIN 6" OF FINISH INSTALL RISER & COVER OVER ONE CHAMBER AND
OUTLET A SET
GRADE SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT /EXISTING
T.O.F.=103.Of HOUSE&46)
F.G. EL.=102.0t F.G. EL.=101.5t INSTALL VENT IF DEPTH
F G EL.=101.5E F G EL.=80.8t EXCEEDS 36 T.O.F.=103.0E
f EXISTING f MAINTAIN 2% SLOPE rOVER S.A.S. GARAGE
L = 22' L = 5'
S=1% (MIN.) ® S=1% (MIN.) 2" LAYER OF 1 LBJH
4"SCH40 PVC 4"SCH40 PVC /8" TO 1/2"
6" DOUBLE WASHED STONE DECK
ILL �� I 6" aaBSaaa (OR APPROVED FILTER FABRIC)
14" 2' EFF. aaaaaaa
EXISTING 48" uoulD INV.=98.20E DEPTH aaEM 0 —3/4" TO 1-1/2" DOUBLE M Gj S
LEVEL EXISTING PROPOSED INV.=97.50 4' 4.8' 4' WASHED STONE ��' �t
GAS BAFFLE D-BOX EFFECTIVE WIDTH = 12.8' O N
INV.=97.77 H-20 RATED
INV.=97.40 N T2-500 GALLON LEACHING CHAMBERS n,
EXISTING SEPTIC TANK
SURROUNDED WITH STONE AS SHOWN 0o PROPOSED S.A.S.
NOTES: H-20 RATED _ 2-500 GAL CHAMBERS
1) CONTRACTOR SHALL' VERIFY ALL EXISTING PIPE -----25-----1 SURROUNDED W/4' STONE
INVERTS, PRIOR TO INSTALLATION. TOP CONC. ELEV.=98.5t
BREAKOUT ELEV.=97.90
2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE ON INV. ELEV.=97.40 iia
ease® S.A.S. LAYOUT
ON A MECHANICALLY COMPACTED STABLE BASE OR 6" aaaaaaaaaBa
aaaaaaaaaaa I
AGGREGATE BASE, AS SPECIFIED IN 310 CMR 15.221(2). BOTTOM ELEV.=95.40
3) INSTALL INLET & OUTLET TEES AS REQUIRED. 4' 2 x 8.5' = 17.0' 4'
4 A GAS BAFFLE SHALL BE INSTALLED ON OUTLET TEE 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0'
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL.AS MATERIAL
5' (MIN.) ABOVE G.W.
BOTTOM OF TEST PIT, EL.=89.9 = LEACHING SYSTEM SECTION
®®®®®® ® ®®®® 37"
14 uj ®®®®®® ® ®®®®
01 z ®EJ®®®® ® ®®®®
SEPTIC SYSTEM PROFILE
N.T.S.
102"
DESIGN CRITERIA SOIL LOG
NUMBER OF BEDROOMS: 3
DATE: JANUARY 6, 2022 (REF#TPT-21-343) 4" KNOCKOUT
SOIL EVALUATOR: PETER McENTEE SE#1542
SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) WITNESS: DAVID STANTON R.S. HEALTH AGENT 20" DIA. COVER
DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP— 1 DEPTH ELEV. TP-2 DEPTH 4" KNOCKOUT 4" KNOCKOUT 58"
DAILY FLOW: 330 GPD 101.0 A 011 100.9 A 0"
0
DESIGN FLOW: 330 GPD SANDY LOAM SANDY LOAM
GARBAGE GRINDER: NO-not allowed with design 10YR 4/2 10YR 4/2
9 100.5 B 6" 79.6 B 6" 4" KNOCKOUT
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF SANDY LOAM SANDY LOAM
.74 GPD/SF 10YR 5/6 10YR 5/6 500 GALLON CAPACITY, H-20 LOADING
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 987 C 28 98.4 30"
C CHAMBERS
PERC
PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-20 RATED 34"/52"
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES M-c SAND M-C SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 2.5Y 6/4 2.5Y 6/4 46 ELAINE ROAD, HYANNIS, MA
SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. Prepared for: Dean Stanley, 359 Cap'n Lijah's Rd, Centerville, MA 02632
BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F.
90.0 132" 89.9 132 Engineering by: SCALE DRAWN JOB. N0.
TOTAL AREA:.............................................................. 471.2 S.F. Engineering Works Inc. N.T.S. P.T.M. 321-21
DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD PERC RATE <2 MIN/IN. "C" HORIZON 9 9
NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
(508) 477-5313 1/6/21 P.T.M. 2 Of 2