HomeMy WebLinkAbout0047 DOLPHIN LANE - Health �� 1�! 'n CII. s
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TOWN OF BARNSTABLE
LOCATION LN SEWAGE# 901 f �
VILLAGE �y/,�v,.ii S ASSESSOR'S MAP&PARCEL 9CIP
INSTALLER'S NAME&PHONE NO.'Z,N
SEPTIC TANK CAPACITY /500 //-f(2
LEACHING FACILITY. (type) M (size) S[),
NO.OF BEDROOMS
OWNER
PERMIT DATE: COMPLIANCE DATE: 7
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 A
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71
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r�
No. -® Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in co pute r:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
ftplitation for Mispos Y *pstrttt Construction 3permit
Application for a Permit to Construct Repair U ade Abandon Com lete System Individual Components
PP ( ) P (� Pam' ( ) ( ) � P Y ❑ P
Location Address or Lot No. y 7 a J j01;,Q Lcki')•f Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
Type of Building:
Dwelling No.of Bedrooms w Lot Size r����gj sq.ft. Garbage Grinder( )
Other Type of Building (efS j()C11*1 c,' No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) (yCy(7 gpd Design flow provided 6615 , 77 gpd
Plan Date (y �'7" `� Number of sheets Revision Date
Title
Size of Septic Tank C,(j l�cJ /7')0 Type of S.A.S. ("Xr) �(:Jf 00 0-0 (ham bMY
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) J tX V_1l Gc_ 1l("U-� -!Q sepr C f—O-)k- C X G
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.
Sign Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. �J �- Date Issued
- -
No. 2z 0 - �3 - Fe`e` /i f
THE COMMONWEALTH OF MASSACHUSETTS Entered in co p ter:L/
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2pplication'for Disposal 6pstem Construction Permit
Application for a Permit to Construct.( ) Repair(vY-*,Upgrade( ) Abandon( ) Vomplete System ❑Individual Components
Location Address or Lot No. y 7����'„� � Owner.'s Name,Address,and Tel.No.
++y��is
Assessor's Map/Parcel J�g
Install/e`-r's Name,Address,and Tel.No. Designer's Nadine,Address,and Tel.No.
.r\, iJ� � S � 53� �N /NPt�✓rN b
Type of Building:
Dwelling No.of Bedrooms ,Lot Size a 1691 Sq.ft. Garbage Grinder( )
Other Type of Building (o!&j3e ji-I , No.of Persons Showers( ) Cafeteria( )
Other Fixtures •
Design Flow(min.required) OCTn gpd Design flow provided_ (� `j . -7 gpd
Plan .Date /7-/9 Number of sheets Revision Date
a Title
Size of Septic Tank / St9na 0 „) ' 9`10 Type of S.A.S. -P
y
Description of Soil
f _ -
. e'
Nature of Repairs or Alterations Answer when applicable) t
P ( pp ) 1h " I�.<�E�,� PE
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.
Sign Date
Application Approved by Date -.2
Application Disapproved by Date
for the following reasons
Permit No. �O "/ - Date Issued
----------- ---------------- -------------------------------------------------- ------------------------------------ ------------- ---
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 r� (� �N
) � �� has been constructed in accordance
With he provisions 1 Title 5 d tor Disposal System Construction Permit No. d`ated �j- /- /`'►
oel < P
Installer 7D A Z(r�,&,rs) ��S Designer IE N 1,,Al r,-.1 ,1� IA,/ 1��
#bedrooms Approved design flow gpd
The issuance of this permit shall no bferc�on trued as a guarantee that the system wiPC
as designe Date ;,.�, F 1 1 ! Inspector4-
---------------------------------------------------------------------------------------------------------------------------------------
No: `� a /�1 _ 3 Z Fee loo
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction 3pernut
Permission is hereby granted to Construct( ) Repair(V1 Upgrade( ) Abandon( )
System located at 1-1 77 t D�" L t\) �\f (AAJAJ I
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Title 5 and the following local.provisions or special conditions.
Provided:.Construction ust be completed within three years of the date of this pe t. r n
Date / Approved bye /J�
Town of Barnstable'
�F 1ME r
0 Regulatory Services
Richard V. Scali,.Interin►Director
BA"SfABL9, "
Public flealth:Division.,
AlF°MA+o Thomas McKean,Director
200 Main Street,Hyannis, MA 0260.1
Office: 50£-862-4644 Fax: %S-790-6304
Installer&Designer Certification Form
Date: - (-7 ig Sewage Permit# d � `Zlv�—lam �
y �� Assessors MapTarcel
Designer: "_ e-V_r-,, n r j4a� Instal:ier: V,.A , ac-a rn
Address: C:r-,15 Ja i Address:
Fc-3 es t'i!1 A
On G�Z���y (�� l�c ^ \ � was issued a perm t to install'a
(date) (installer)
septic system at 7d P�'.. A1.tUl�s_based on a design drawn by
/''�'•� �,t (address) / r
---- � � C3✓jCS � � dated � ( I 1
/ (designer)V_ I certify that th.e septic system referenced above was installed substantially according to
the design, which inay 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 (Le.
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.fire soils
were found satisfactory.
I certify that the systern referenced above was constructed in with the terms �
of the I\.A approval letters (if applicable) `M s84
McENT��
Installer's Signature) CIVIL
yy 00.35109
(Designer's Signature) (Affix Designe ere)
PLEASE, RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORMAND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
FRANK YOU.
Certification Form Rev 8-14-13.doc
Engineers note:This certi€ica.tiorn is 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 assuries responsibility for all materials,workmanship,backfilling
to specified grades with proper compaction and setting risersicovers as shown on the design plan.
I
99 --EXISTING CONTOUR ^P°f
I '
x 100.98 EXISTING SPOT GRADE P, m
W EXISTING WATER SERVICE a Gree6
OVERHEAD WIRES
a l°wn o
TEST PIT Q
Ra
PL 139 PG 11
BENCHMARKo
LEGEND N D
� N 3
Y r _ �
100,00 Tobey W°Y
S.
06'39'p GUY REPK SET
of 'lawn 0 (�l ,
94.55 + 99.
e — 50 5' o &+ 99 69 $ ' STRIPOUT UNSUITABLE SOILS LOCUS
PROPpsED Sqs :..'� 100,0o ASSOCIATED WITH CESSPOOLS LOCUS MAP
• T-P�1 TP-2 � SEE NOTE 11
O 0 T p NOT TO SCALE
O 1N GENERAL NOTES:
99,95 + 1 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
EXISTING CESSPOOLS -L r BOARD OF HEALTH AND THE DESIGN ENGINEER.
PUMP, FILL WITH �► W 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
SAND & ABANDON Q? ��11 OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
+ LOCAL RULES AND REGULATIONS.
PROPOSED SEPTIC TANK _ —� 1011i\/�
� 100,13 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
N TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
BENCHMARK
DESIGN ENGINEER.
COR.18HIORANGE PAINT 101.49 M 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
EL.=100.60 0 100,28 0 0 0 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
° x bh 0) o ENGINEER BEFORE CONSTRUCTION CONTINUES.
° PATIO
EXIST. SEWER 101.00 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
INV.=99.6f 0 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE. FOR THE FAILURE OF
W // stockade fence 1' Z THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
' EXISTING / HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.HOUSE(#47)
N N T.O.F.=102. 1f °a 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
LO 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
00 100,23 (� AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
N x 100, 7 �' 1� DIRECTED BY THE APPROVING AUTHORITIES.
100.96 ? ° 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
x 100.20 CONSTRUCTION.
OF M 100,28 01
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
0, a IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
LOT 24 8, REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
o� PETER T.
McENTEE -^ \ 10,768 ±SF B 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
°
v CIVILac INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
No. 351:09 10 22 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
REGl51E�``���Q \ �� 14. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED SEPTIC
- — — ` 99,89 SYSTEM COMPONENTS NOT SHOWN ON THE PLAN
71.42' , .
( �� I A �— split rail fence � PARCEL ID: 268-176
N 02'15 20 W
98 78 e 9e °f 99,26 Pavement 99.62 PROPOSED SEPTIC SYSTEM UPGRADE PLAN
97.88 �j 47 - DOLPHIN LANE, HYANNIS MA
DOLPHI N LANE .
�/ L . Prepared for: D. .A. Brown, Inc., P.O. Box 145, Centerville, .MA 02632
Engineering by: SCALE DRAWN JOB. N0.
OWNER -OF RECORD Engineering Works, Inc. 1"=20' P.T.M. 182-19
REID, EVADNE J. g- g
47 DOLPHIN LANE 12 West Crossfield Road, Forestdale; MA 02644 DATE CHECKED SHEET NO.
HYANNIS, MA 02601 (508) 477-5313 06/17/19 P.T.M. 1 Of 2
NOTE: TO PREVENT BREAKOUT, FINAL GRADE
SEPTIC TANK SHALL NOT BE AT, OR BELOW, EL.=98.0
INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' FROM THE EDGE
OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX OF THE PROPOSED S.A.S. 171
INSTALL RISER & COVER PROPOSED S.A.S. SEX/STING/
SET TO 6" OF GRADE INSTALL RISER & COVER OVER ONE CHAMBER AND HOUSE(#47)
T.O.F=102.1 t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT
/
F.G. EL.=101.Ot F.G. EL.=101.1 t F.G. EL.=100.4f F.G. EL.=100.4f
BACK OF HOUSE
MAINTAIN 2% SLOPE OVER S.A.S.
L = 10' L = 13' W
® S=1% (MIN.) p S=1% (MIN.) ®LS=1%2 MIN.)
4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 2" LAYER OF 1/8" TO 1/2" u
6' DOUBLE WASHED STONE
10"1 e" aaaSaaa (OR APPROVED FILTER FABRIC) W
14" aaBaaae zo aJ
INV.=98.75 48" LIQUID aaaaaaa —3/4" TO 1-1/2" DOUBLE bJ
LEVEL WASHED STONE tk
ADD PROPOSED 4' 4.8' 4'
GAS BAFFLE INV.=97.90 _ INV.=97.73 6�
INV.=98.50 �� EFFECTIVE WIDTH = 12.8' �'
3 OUTLETS Qo
FL INV.=97.50 5-500 GALLON LEACHING.CHAMBERS N�
PROPOSED SEPTIC TANK SURROUNDED WITH STONE AS SHOWN I PROPOSED S.A.S.
CONNECT TO EXISTING SUITABLE SEWER PIPE/S1/8- _
AT HOUSE, AT OR ABOVE, INV.=99.6f verif H-10 RATED 3" LAYER OF TO _
TOP CONC. ELEV.=98.3f (OR O WASHEDUBLE STONE APPROVED FILTER FABRIC) 50 5,.► '
NOTES: BREAKOUT ELEV.=98.00 ease
INV. ELEv.=97.50 Baaaa SEPTIC LAYOUT
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & aaaaaaaaaaa
INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. BOTTOM ELEV.=95.50
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 5 x 8.5' = 42.5' 4'
TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 50.5'
SIX INCH CRUSHED STONE BASE, AS SPECIFIED PERVIOUS MATERIAL .
IN 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W.
3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TEST PIT, EL.=88.2 LEACHING SYSTEM SECTION3/4" TO 1-1/2" DOUBLE ®®®® 0
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE WASHED STONE I- ®®®®®® ® ®®®®
33"
AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. W ®
N Z ®IY®®®® ® ®®®®
SEPTIC SYSTEM PROFILE
102"
DESIGN CRITERIA SOIL LOG
4" KNOCKOUT
NUMBER OF BEDROOMS: 6 BEDROOMS DATE: MAY 21, 2019 (REF# TPT 19-24) 20" DIA. COVER
SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) WITNESS: DAVID STANTONI R.S. HEALTH AGENT
DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 4" KNOCKOUT 4" KNOCKOUT 58"
DAILY FLOW: 660 GPD 99.7 A 0" gg'j A 0" 0
DESIGN FLOW: 660 GPD LOAMY SAND f LOAMY SAND
GARBAGE GRINDER: NO-not allowed with design 99.2 B 10YR 4/2 6" 99.2 B 10YR 4/2 6" .4" KNOCKOUT
LEACHING AREA REQUIRED: (660 GPD) = 891.9 SF LOAMY SAND LOAMY SAND
10YR 5/4 10YR 5/4
.74 GPD/SF 98.0 20" 98.0 22" 500 GALLON CAPACITY, H-10 LOADING
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY C PERC CHAMBERS
PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 22"/40"
N.T.S.
USE 5-500 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
SIDEWALL AREA: 5(12.8' + 50.5') x 2 = 253.2 S.F. 47 DOLPHIN LANE, HYANNIS MA
BOTTOM AREA: 12.8' x 50.5' = 646.4 S.F. Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
TOTAL AREA:.............................................................. 899.6 S.F. Engineering by: SCALE DRAWN JOB. NO.
88.2 138" 88.2 138" Engineering Works, Inc. 1"=20' P.T.M. 182-19
DESIGN FLOW PROVIDED: 0.74 GPD/SF(899.6 SF) = 665.7 GPD PERC RATE <2 MIN/IN. "C" HORIZON 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
NO GROUNDWATER ENCOUNTERED
(508) 477-5313 06/1.7/19 P.T.M. 2 Of 2