HomeMy WebLinkAbout0779 BUMPS RIVER ROAD - Health (2) 771 -8 U P
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No. 4210 1/3
ESSELTE
10%
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TOWN OF BARNSTABLE
LOCATION `1'19 —gurnps P;ucr Rrk SEWAGE# ZOZZ- DOy
VILLAGE CcMcrti',I lc ASSESSOR'S MAP&PARCEL f Z T)- Z y
INSTALLER'S NAME&PHONE NO. B 4 Q ExoayoA',or, 9-n- oLS 3
SEPTIC TANK CAPACITY . /SOO Qa-I 14 Z C)
LEACHING FACILITY. (type) F i c to� (size) I p x 3_�
NO.OF BEDROOMS di� Ali fd -4.11f P 2S s{ ll
OWNER c Bocr
PERMIT DATE: COMPLIANCE DATE:
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
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No. ` Fee 106
-
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01ppliLation for Disposal 6pstem (Construction Permit
Application for a Permit to Construct(X) Repair( ) Upgrade( ) Abandon( ) Complete System El Individual Components
Location Address or Lot No. 339 NMp KweC Road Owner's Name,Address,and Tel.No. M.()ho,4,j t -rufi er lsmx.
Assessor's Map/Parcel j 07 -449 &M S 9wc.r P4. (A(4ttyi\w
Installer's Name,Address,and Tel.No. lb;$4 4.Kco.%"o lr,c, Designer's Name,Address,and Tel.No. 1285 WCYS�Sn an ic�a;�
�4 Ro�i�, Imo Sandw� >^► Mo- o25b3L �ia�d l�la� (psi �81 33S' 1�tbN
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(No)
Other Type of Building L4--No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 2So gpd Design flow provided 259 gpd
Plan Date 10 - Z% - Number of sheets Revision Date
Title
Size of Septic Tank %SOO (Z cam ppA mank) Type of S.A.S. Fiya6 10 Y S5
Description of Soil S" p1AnS
Nature of Repairs or Alterations(Answer when applicable) kn56kk0 rior_% 0� MW SQf ►<- �an�C i a. box o nd SITS
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 f Health.
Signed Date
Applicatian Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
No. Fee 1 Qu /
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ,
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
9pplication for Misposal *pstem Construction permit r
r*�
Application for a Permit to Construct( Repair( )' Upgrade( ) Abandon( ) [ Complete System ElIndividual Components ..
Location Address or Lot No. 1 q (�ufrip•, Owner's Name,Address,and Tel.No. Mr.et t z r t i,;
Ge.nA Frs.kkc.. f _
Assessor'sMap/Parcel f�'� C3 �f -7¢9
Installer's Name,Address,and Tel.No. <c.x c n yr A,L,,, i ri c Designer's Name,Address,and Tel.No. 12 S; �+•1 r >'+i } ',{{ e
��"l t',a�k. k�G ���cf.t,k.k� �c- t>ZSG3 Ilr`r<4'1 � Mr,� C'.C :},•�n �c.t• ?3E�' 1`I�:t1
Type of Building: t, .,fJ-7 . 00 3? v
Dwelling 'No.of Bedrooms / Lot Size sq.ft. Garbage Grinder(Plu)
� r
Other Type of Building t'y.\t ri 154!a�a t.(iNo.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided 1571 gpd
Plan Date l U - Z t • Z+ Number of sheets f Revision Date
Title
Size of Septic Tank k'-,;oo (? Co-oc\ckmom) Type of S.A.S. l f '��
Description of Soil SQ e, fat c•n`>
r
Nat reof Repairs or Alterations(Answer when applicable) 1 o`_; cak((„w. n �n r _ �{. uo� o,-Ki 1,
�ckd�
1
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 Date �Z�'1 21
Application Approved by '�1��'€,1 turf/�l i'A •y�,� _ �+ �. / Date
A�plication Disapproved by Date .
for.the following reasons
Permit No. ~Date Issued
R 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, RM�j y,C Wtt tt1r1
at 'k , �Uca<�` i has been constructed in accordance r
with the provisions of Title 5 and the for Disposal System Construction Permit No. dated
Installer V fLA(w,�A,v,, Designer \A(vc A,( I Man L)f rio ire
#bedrooms 1 t Approved design flow gpd
The issuance of this permit shall not be construed as a guarantee that the system will-func�i''�o:as�designed.
Dated rya Inspector ! \
No. !'7C�) `"""��V�°i Fee .Ai 1 co
1 THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction Vermit
Permission is hereby granted to Construct(u) Repair( ) Upgrade( ) Abandon( )
System located at_q 11:1i N_}rq-_-�s kw ( !KOo t� 00-AA
'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 must be completed within three years of the date of this permit.
Date roved A Lf� '�^
, + t PP b Y i/1/1,/1jJfW:ZV
s r (f
r I
Town of Barnstable
�"me Inspectional Services
Public Health Division
• BA"M BM Z
M" Thomas McKean, Director
200 Main Street, Hyannis,MA 02601
Office: 508=8624644
Fax: 508-790-6304
Date: _3':1 d ZZ Sewage Permit#v ��� Assessor's Map/Parcel I
0- U 2Y
Installer&Designer Certification Form
Designer yhH 1-�✓.M�j ,r?�s Installer: 3 a E xczLyr.+ic)r)
Address: N f Mny, QeV
S'l Address: 1LJ T c r r y L n
On ( . 0_a a !3�,-f3 C-kcava-f-ivn was issued a permit to install a
(date) (installer)
septic system at e to R,V C PA C fn-�e wrl�Obased on a design drawn by
(address)
dated 1/ 1241/20 2r
(desig er)
X 1 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. Stripout (if required) was inspected and the soils were
found"satisfactory.
1 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. Stripout (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 I/A approval letters (if applicable).
SN OF
Q� 9c
SHAWN P. ch y
(I.nst�er'sSign e HARDY
v NO.41650 ;R
CIVIL
Al
(Designer's ure) (Affix De Here
p )
PLEASE:RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE
OF"COMPLI-ANCE WILL NOT BE ISSUED UNTIL BOTH_THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTAB'LE PUBLIC HEALTH DIVISION.
THAN_ KYOU; _ _
q Tce formsWesignercertification form.doc
DESIGN CRITERIA CONSTRUCTION NOTES
THE LEACHING SYSTEM SHOWN ON THIS PLAN HAS BEEN DESIGNED
IN ACCORDANCE WITH THE MASSACHUSETTS STATE ENVIRONMENTAL 1 . CONSTRUCT SEWAGE SYSTEM AS DESIGNED IN ACCORDANCE WITH THE
CODE - 310 CMR 15.00 - TITLE 5 AND LOCAL BOARD OF HEALTH STATE ENVIRONMENTAL CODE, TITLE 5 AND THE RULES AND REGULATIONS
0 RULES AND REGULATIONS WITH EXCEPTIONS, IF ANY, APPROVED BY OF THE LOCAL BOARD OF HEALTH.
THE PERMIT GRANTING AUTHORITY.
2. THE SEPTIC TANK SHALL BE PROVIDED WITH PROPER INLET A
OUTLET TEES. THE INLET TEE SHALL EXTEND A MINIMUM OF 10 INCHES
- ci FLOW COMPUTATIONS BELOW THE OUTLET FLOWLINE. THE OUTLET TEE SHALL CONSIST OF 4"
c PVC GAS TRAP WITH A ZABEL FILTER CARTRIDGE, MODEL #Al800-4xl8
EXISTING SINGLE-FAMILY RESIDENTIAL SYSTEM TO REMAIN:
2 BEDROOMS x 110 GPD/BEDROOIM HIP, INSTALLED PER MANUFACTURER'S INSTRUCTIONS.
_111�PROPOSED BARN: 3. PROPOSED GRADING SHALL NOT CREATE ADDITIONAL FLOW ONTO THE
779 BUMPS,RIVER ROAD
STREET OR ABUTTING PROPERTIES.
ASSESORS MAP-4167 10 STALLS x 25 GPD/STA�L 250 GPD
±356,320 SF OP. 134�15'V L PROPOSED BARN TOTAL 250 GPD 4. CONTRACTOR SHALL RESTORE ALL DISTURBED AREAS TO ORIGINAL
PARKING AREA NO GARBAGE GRINDER
EX. PARCEL #24 PR E
DWELLING CONDITION.
#779
0\ 5. IT IS THE RESPONSIBILITY OF THE CONTRACTOR TO NOTIFY THE LOCAL
DIS 2' 9' T SOIL ABSORPTION SYSTEM BOARD OF HEALTH AND THE DESIGN ENGINEER IN ORDER TO CONDUCT
IR X THE FOLLOWING INSPECTIONS:
1 PERCOLATION RATE: < 2 MPI
3 SF 2. SOIL CLASS: I SAN DS A. EXCAVATION PRIOR TO SYSTEM INSTALLATION.
EX. 0 "�EA
4 6 RKERVE A 3. LONG TERM ACCEPTANCE RATE (LTAR): 0.74
STAB 5' "OVERD 20, EJ 4. TOTAL AREA REQUIRED: B. SYSTEM COMPONENTS - INCLUDING INVERT ELEVATIONS PRIOR
250 0.74 337.8 �SF
7oo, PROP. (8) 5. LEACHING SYSTEM USED: LEACHING FIELD TO BACKFILLING.
PROR�. WATER C. FINAL SITE GRADING.
PARKING 80, 6. TOTAL AREA PROPOSED: AREA 10' W x 3 5' L 350 S.F.
CONNECTX�N TO 9.0 OBY-351 SPACES
'%4- EXIST. 'Pt�E L E A(ZH�f4 G_ Cb 7. TOTAL ALLOWABLE FLOW: 350 x 0.74 259 GPD 6. PIPES EXITING DISTRIBUTION BOX SHALL BE LEVEL FOR THE FIRST
CID 10.
&&, TWO (2) FEET. D-BOX SHALL HAVE A MINIMUM INSIDE DIMENSION OF
GR. w IS.TRIBUTI1ON Z___--"::_____�_- -
0 xl�l 12" AND HAVE A MINIMUM 6 INCH SUMP.
0
a
RIVE SEPTIC TANK CAPAC17Y
APPROX. LOC. EX. EXISTING
AG BARN 1,50 \�ALLN, 200% OF DAILY DESIGN FLOW 7. ALL PIPING SHALL BE SCHEDULE 40 PVC,
EXIST. WATER 101 !�� 0 rr7
�0 GR. FF=±19.0 2-COM%TMENT,\ CD
"`_'<0p SEPTIC T RESIDENTIAL BUILDING 2 x 220 GPID = 440 GPD
SERVICE T 0
0 8 BENCHMARK: WOODEN FLOOR IN BARN BATHROOM EL 19.6
DRIVE / ;v 0 &Y5
0 (z SIZE OF EXISTING SEPTIC TANK = 1 ,000 CALLON
EX.
TB PADDOCK PROP. SEPTIC (EXISTING TO REMAIN) ALL MATERIAL LOCATED TO 5 FEET AROUND ENTIRE LEACHING FIELD
__40 L
TB 4 CONNECTION \/ SIUST BE REMOVED TO THE "C" (COARSE SAND) LAYER AND REPLACED
Q PROPOSED BARN 2 x 250 GPD = 500 GPD
c1q WITH AN APPROVED MATERIAL AS SPECIFIED IN 310 CIVIR 15.255(3)
ra USE 1 ,500 CALLON 2-COMPARTMENIT SEPTIC TANK
011 rr7
BM WOODEN FLOOR I I
r- (TITLE V MIN.) EXCAVATION SHALL COMPLY WITH 310 CIVIR 15.255(5).
EL= 19.6
4:::: 0 10. ALL COMPONENTS MUST BE MARKED WITH MAGNETIC TAPE .OR
ru MINIMUM OFFSETS (FT.)
EX. co COMPARABLE MEANS PER 310 CMR 15.221 (12).
STABLE SEPTIC LEACHING
TB--6- SITE FEATURE JANK FACILITY
. ... WATER SUPPLY LINE 84' 66'
6. PROPERTY LINE 136' 93'
lop
SLAB FOUNDATION 10.0,
0
TOP OF
COASTAL
TB 7
T
+ D 1� J 0 HOLE DATA PERCOLATION TEST DATA
BANK
HOLE: TP-1 TP-2
FEMA X 4
FLOOD TP# 1 : ESTIMATED SEASONAL HIGH GROUN6 WATER > 120" DEPTH: 44" 44"
ZONE AE NO MOTTLES/NO WEEPING RATE: < 2MPI < 2MPI
16- DATE: 8/18/2021 8/18/2021
(EL=12) TB 7 TP# 2: ESTIMATED SEASONAL HIGH GROUND WATER > 120
_-14 - 14 NO MOTTLES/NO WEEPING BY: SHAWN P HARDY, P.E.
WITNESS: DON DESMARIAS
TP# 3: ESTIMATED SEASONAL HIGH GROUND WATER > 120"
NO MOTTLES/NO WEEPING
RIVERFRONT 70
(T1 D ESTIMATED SEASONAL HIGH GROUND WATER > 120"
"0I
0,
TP# 4:
AL) 4dI �po 3 '1-, -
NO MOTTLES/NO WEEPING
TB,,8
DATE:
8/1:18/2021
BY: SHANWP. HARDY, P.E.
WITNESSED: DON DESMARIAS
44 0,0
HEALTH OFFICER
7f
DEPTH ELEV. DEPTH ELEV. DEPTH ELEV. DEPTH ELEV.
GRAPHIC SCALE 0" TP# 1 19.2 01 1 TP# 2 19.0 0" TP# 3 19.2 0" TP# 4 19.0
0 FEET 40 80 9 A A
20
A A
9)9
plb 9" 18.45 9" 18,43 9" 18.45 18.43
6 METERS li2 24.4
B B B B
1�.2 6'1 7
10 YR 5/6 10 YR 5/6 10 YR 5/6 10 YR 5/6
Tb-,i 0
LOAM'Y S LOAMY S LOAMY S L AM S
23' 17.26 24" 17.2 24" 17.0
4?
17.28 23"
0 Y
!Ox10
5 4:f
-4
TE
TEC A3
T C A5
E
r\ TEC A4
TEC A2
TEC A6
r V'�. EC Al
vv '4tc,
%
V 0 A:)
\7-
FEMA
100,
2, 1�� -
TEC A7
FLOOD
ZONEAE C
C
TEC AB C C
SITE (EL=12) 2.5Y 16/4 2.5Y 6/4 2.5Y 6/4
2.5Y 6/4
CSE SAND CSE SAND CSE SAND CSE SAND
tv
7 10 TEC A9
A�
J
k? Tr7r' Al I TEC
TEC A13 120"
120 1.20"
ej P
9.2 9.0 9.2 9.0
BORDERING VIV NO MOTTLES NO MOTTLES NO MOTTLES NO MOTTLES
-8
TE
Al
VEGETATED A10 C 4
WETLAND
_-6
VIC TEC Al 5\
4" PERF PVC INSPECTION PORT.
PROVIDE SCREW TYPE CAP WITHIN
3" OF FINISHED GRAD�,,
TEC A16
1-Z
MIN.
RIVERFRONT TEC A17 36" MAX.
;D
r4 (TI DAL) 4D BACKFILL-\ 1410FI
ITI -F m
4�
LOCUS MAP /1b
APPROX. SCALE: SCALE I"=800' 4) 10:0 1 CERTIFY THAT IN JULY, 1997, 1 PASSED THE SOIL EVALUATOR EXAMINATION SHAWN p
3/8" DOUBLE HARDY
APPROVED BY THE DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT
STONE-. 21'
AQ? WASHED PEA NO.41&,50
THE ABOVE ANALYSIS WAS PERFORMED BY ME CONSISTENT WITH THE
'8000 0 0 000 0 0 0 1- CIVIL
NOTE: ALL PIPING TO BE SCHEDULE 40 PVC UNLESS NOTED 0 0 0 0 0 0 0 �0080080()�Q(300c>,00"O"c 4to REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN
0 0 0 0 0 0 0 0 0 0
0 0 0 0 0 0 0 000u0no 0,jojo
FINISHED GRADE-\ PROVIDE TWO (2) 24" PROVIDE WATERTIGHT ACCESS COVER �0�on// 0 0 0-0non 0 n ozaono,,01 O_o o c 6" 31 OCMRl 5,1101 7. L
WITHIN 6" OF FINISH GRADE I - =$ 1
SECURABLE WATERTIGHT 2.5'
ACCESS COVERS TO GRADE
N SIGNED DATE: 10/21 /2021
S) 5"M N. 6"MIN. 1732 L.F. 4" PVC S= .02 FT/F GRADE TO DRAI (2% MIN.) PROPOSED AS-BUILT 3/4" 1 1/2" EXTENDS TO "C" LAYER
FINISHED FLOOR ELEVATION 19.2 DOUBLE WASHED STONE
17.46 INVERT AT BARN 17.9
PRO P. 9"MIN.-J 00 F=- 16.79 -SEPTIC TANK - INLET, 17.7
INV= 17.9 17.45 17.1 0_0_0_0 16.96---- 16.96 16.29 SEPTIC TANK - OUTLET, 17.45 CROSS SECTION
7 1 1 7 10" MINJ D-BOX - INLET 17.13 NOT TO SCALE
. 15" MIN. ALL M'ATERIAL LOCATED TO 5 FEET AROUND ENTIRE , _D-BOX - OUTLET 16.96
ZABEL FILTER PIPE INVERT BEG. OF SAS 16.96
1 ,000 GAL 500 CAL MODEL #A180O-4x18 HIP LEACHING � FIELD MUST BE REMOVED TO THE "C" LAYER REVISIONS:
INLET TEE PLAN SHOWING PROPOSED SEPTIC SYSTEM 1285 WASHINGTON STREET
n n 23") AND REPLACED WITH TITLE 5 APPROVED SAND. PIPE INVERT END OF SAS 16.79 HARDY + MAN
BREAKOUT 17.46 NO.: COMMENTS: DATE: 779 BUMPS RIVER ROAD DESIGN GROUP,PC WEYMOUTH, MA
'*\�6" MIN. CRUSHED LEACHING FIELD 6" OF 3/4" BOTTOM OF FIELD 16.29 CIVIL ENGINEERING &
STONE BASE 5 OUTLET SEASONAL HIGH GROUND WATERI �N/A � :CIHECKLIST 11/29/21 CENTERVILLE, MASSACHUSETTS LAND DEVELOPMENT CONSULTING (781) 335-1464
(MECHANICALLY COMPACTED) (MINIMUM) TO 1 -1 /2" DOUBLE WASHED STONE BED
DISTRIBUTION BOX SLOPE OF PIPE=0.005 FT/F DRAWN BY: TYG DATE. 10-21-2021
PROPOSED (H.-20) I PREPARED FOR:
_,500 GALLON
SHEET
2-COMPARTMENT TANK DESIGNED BY; SPH MICHAEL & TERRIE BAER
IN ACCORDANCE WITH 310 CMR 15.223 TO 15.228 PROFILE SCHEDULE OF ELEVATIONS
CHECKED BY: SPH
ARNSTABLE, MASSACHUSETTS
T_____