HomeMy WebLinkAbout0067 HAMPSHIRE AVENUE - Health 67 Hampshire Ave
_ Hyannis
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No. OS Z Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Zipplitation for Nsposal, 6, pstrm CunstCuttiun 30ermit
Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. G 7 11 ,p5�ff e Z J ll4WA, Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel �/l/Clwl
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.!
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size JOM sq.ft. Garbage Grinder( )
Other Type of Building 6&2D�f No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) `b 30 gpd Design flow provided -381, ) gpd
Plan Date `L J N Number of sheets 2 Revision Date
Title
Size of Septic Tank Type of S.A.S. &—C tj&nr I-S'
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) T we �� ,y r��J 1 S�c CvN t Gy�yG Z> 3 Bx
rA NY) <-Lc GLC en
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 Boa of Health.
S' ed Date 2 Z
Application Approved by ,. Date 0 Z f
Application Disapproved by Date
for the following reasons
Permit No._0 1 L(�_ 17 Z Date Issued
1
Fee
THE COMMONWEALTH & MASSACHUSETTS Entered in computer:
f Yes
PUBLIC HEALTH DIVISION -TOWN OF,BARNSTABLE, MASSACHUSETTS
Rpplitation for Disp9sA],6pstem Construction Permit;
Application for a Permit to Construct( ) Repair(6/Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. (7 {><GMpS�irYr EJ yr0nrv/s Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel f/I41G/Cr�
Installer's Name,Address,and Tel.No. Designer's Name,Address,Sand Tel.No.
1 °
Type of Building:
+ Dwelling No.of Bedrooms q. g ( )3 Lot Size ft. Garbage�j,� s Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) `!�3n gpd Design flow provided 393�, gpd �
Plan Date 2 1�ZO) /t/
Number of sheets Z. Revision Date
Title
F
Size of Septic Tank /� /�/ Type of S.A.S. L C��i�( �1G✓4�P/S
1 Description of Soil
Nature of Repairs or Alterations(Answer when applicable) T // Eo,,> /� j r- ,��CoN G�[ 73 Bx `
ice"
Date last inspected: `"
Agreement: r
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.
S'gne Date 4
Application Approved by Date 2 /
Application Disapproved by Date
for the following reasons �+ '
'F
Permit No. 7-o 05 Z_ Date Issued 2/Z�
----------------------- ----------------------------- -- -- -- -------- _._----------- ------------------------------------------
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 1 _c A IR(nr.9,"Mn -
at 7 06/,,191, '�p �e �� n�! has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.2 ni N- U 5-dated J/7;)00 U
Installer-T' ;e,,Wgx. ,C Designer y Gf1r/��
#bedrooms :3 Approved design flow �, f�/, Q� and
The issuance of this permit shall not be Jconstrued
`asJ a guarantee that the system ill-function as'd-esigned.
Date j,=2_7 _7!1--- S/S! 7 Inspector
__. .
b- , " U5Z Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction Permit
Permission is hereby granted to Construct( ) Repair .t Upgrade( ) Abandon{ )
System located at 64 14 C,
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 2115��t/ Approved by
TOWN OF BARNSTABLE
LOCATION 6-7 Wc py�y�fp SEWAGE#
VILLAGE ' S ASSESSOR'S MAP&PARCEL 1-1 LIO
INSTALLER'S NAME&PHONE NO.Dogckas, w 3��p,,,�^s l�nD� s o:Is-
SEPTIC TANK CAPACITY J JM ,1jeth)
LEACHING FACILITY.(type) 6CM4 bas (size) h x l o y
NO.OF BEDROOMS 3 ,.
OWNER A
PERMIT DATE: COMPLIANCE PATE:
Separation Distance Between the: 'vC)N e r�ico wieo
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �yr(e s qg rc 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
y
nn TOWN OF BARNSTABLE
LOCATION 11�� i• SEWAGE #: ' �
VII.LAGE ASSESSOR'S MAP & LO'I*;kQ,/—I 0
INSTALLER'S NAMI&PHONE NO,
SEPTIC TANK CAPACITY
LEACHING FACILITY: ( pe) _d 5-0
NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: 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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Town of Barnstable
1"E1p� Re.gu a bry Services
Richard V. Scali, Interim Director ,
BMtNsrnsLE,
9MASS. Public Health Division
Thomas McKean, Director ,
200 Main Street,Hyannis, MA 02601
k
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
Assessor's 1/Ia �I'arcel ZQ� �I N d
Date: ,j-5-_/y Sewage Permit# 2_01q �052 p
j?�I-e✓ t`�e ��f-ee P t'
Designer: �,,.ex en,1cfe�/t,(s E,�c Installer; �✓� � 3 �n to c
Address; t 2 W. Cress` ,'e IGI (Zc/ Address: R _ K I�
On p,{� 3�(Z-'y Gk&c was issued a permit,tb install a
(date)' ,, (installer) w F
:G� ' sly%,arc ( HJgK�'-r based on a design drawn by, .:
septic system at ° +(�
(address)
� .
�►ti�-e dated `Z1� `/
(designer) 1 iti
I certify that the septic system referenced above was install ed'substanta'llygaccording 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 complia with the terms of
the IAA approval letters (if applicable), ,tA DF/{��� t
Installer's
NO,35149
- (Designer's Signature) k 4 `; e ix Designer's
PLEASE RETURN TO BARNSTABLE PUBLIC T OTH TIES FORMTIFICATE
AND AS-
BUILT-COMPLIANCE WILL NOT BE ISSUEI)
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:1SepticDesigner Certification Form Rev 8-14-13•doc
of
Town of Barnstable P#
Department of Regulatory Services
Public Health Division Hate 1 a (y
206 Main Street,Hyannis MA 02601
4'.
Date Scheduled D Time Fee Pd. ! v:
Soil Suitability Assessment for Se a e
Performed: �kr
B : 4`���yi/e�e si;�l5�
y � Witnessed By:
LOCATION&,GENERAL INFORMATION UJ
Location Address , Owner's Name S 9 b-e 1 A )vA
67 �14rtips h,�'2 ,4w � rAdd
r' Address tic? MAt1t1S0l,riC A--Q.
Assessor's>Map/Parcel: Z c1 I ^J t/O Engineer's Name,�,• C � {{
NEW CONST'RUCnON REPAIR X Telephone# ,!00,F—V 77 5-3j 3 .
Land Use. i�Sivl�f a( Slopes(%) Z Surface Stones
Distances from: Open Water Body A Possible Wet Area 21 c'6 ft Drinking Water Well 7�ft
Drainage Way l ft Property Line 'Z 5�F�---ft .Other $
SKETCH::(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
Parent material(geologic) U Ol-✓k43 ('t Depth to Bedrock
Depth to.Groundwater. Standing Water in Hole: �°,a— Weeping from Pit Face
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL HIGH WATER TABLE"
Method Used:
Depth Observed standing in obs.hole: _ ____in. Depth to soil mottles: le. .
Depth to weeping from side of obs.hole: An. Groundwater Adjustment ft.
Index Well.# Reading Date: Index Well level Adj,factor .m 4- Adj.Groutldwater Level,,,m
PERCOLATION TEST bete Time
Observation
Hole# Time at 9" ,.
Depth of-Pere �Z Time at 6"
ZIA
Start Pre-soak Time® n Time(911`611)
L tSM'.7
End Pre-soak
Rate MinJlnch, 4 Z
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N)
Original:-Public Health Division - Observation Hole Data To Be Completed on Back---------=-
***If percolation test is to be conducted within 100' of wetland,you must first notify the.
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:\SEPTI0PERCF6RM.DOC
DEEP.OBSERVATION HOLE LOG Hole# _
Depth from Soil Horizon Soil Texture Soil Color. Soil Other
e, Surface(in.) (USDA) (Munsell) Mottling (Structure,;Stones;Boulders.
o "it v.
DEEP"OBSERVATION HOLE LOG Hole# 2
Depth from Soil Horizon- Soil Texture Soil Color Soil , - Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.,.
Consistency.V-tiven
g-3 - 63 . ° 15C- g 12s`
�j 0 C 1�'C wit vtd .Z /o (d �''- °)�:•"'\
DEEP OBSERVATION HOLE LOG Hole#
Depth.from Soil Horizon Soil Texture. Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Bouldem
i toGravel)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,
Flood"Insurance Rate Man: �(
Above 500 year flood boundary No_ Yes '.1--
Within'500'year boundary No Yes'.
Within 100 year flood boundary No.L(- Yes
Death of Naturally Occurring-Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervious material?
Ceittfication
I certify that on 1( t t.ctr (date)I have passed the soil evaluator examination approved by the`-`
Department of Bnvironmental Protection and that the above analysis was performed by me consistent with .
the required tra.i 'ng,expertise and experience described in 3l0 CMR 15.1017.
,Signature ��. Date q
Q:\S.BPTIMBRCFORM:DOC
No FEE
TTS
MA.Board of HealthTA
,
APPLICATION FOP, DISPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location to7 ner's Name G�
Map/Parcel# MG - Address s
Lot# R Ce Telephone#
Installer's Nan Designer's Name
Address Q ` � Address .-Q 3� (0
Telephone# Telephone#
Type of Building7��—,-,--C4 �Y�- Lot Size sq.ft.
Dwelling-No.of Bedrooms Garbage grinder ( )
Other-Type of Building No.of persons Showers ( ),Cafeteria ( )
Other Fixtures �7 �7
Design Flow (miih.required)
� gpd Calculated design flow 7 3 D h Design flow provided J ` gpd
Plan: Date d `V of Number of sheets 1 Revision Date
Title 1 �-+ 01
Description of Soil(s)
Soil Evaluator Form No. Name of Soil Evaluator S Date of Evaluation
DESCRIPTION OF REPAIRS OR ALTERATIONS
The un ersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further ees to not o place the to operation until a Certificat of Compliance has been by the Board of Health.
Signed Date, 2
h .t�s
No FEE
3
Boardrof Health, A.
a
APPLICATION FOP DISPOSAL SYSTEM CONSTRUCTION PERMIT
y M
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) - ❑Complete System ❑Individual Components
k
Location to-7 - ner's Name 's �.
Map/Parcel# � � �� (� Address s
Lot# Z;Z( - Telephone#
Installer's Narrfe Designer's Name GC,- 'µ,me, S
Address ` o Address P-Q I -_4 <
Telephone# v —'� -: Telephone# c
Type of Building7� '--_9 b/'- - Lot Size sq.ft.
J
Dwelling-No.of Bedrooms Garbage grinder ( )
Other-Type ofBuilding No.of persons Showers ( ),Cafeteria( )
E
Other Fixtures-',
Design Flow (m' .required) gpd Calculated design flow Design flow provided ` gpd
Plan: Date Number of sheets ' Revision Date
Title (A& OA.�
Description of Soil(s) I WL`. \ VA.V` S
Soil Evaluator Form No. Name of Soil Evaluator Date of Evaluation
\ DESCRIPTION OF REPAIRS OR ALTERATIONS
ems.
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and
further agfees to not to place the to operation until a Certificat of Compliance has been issued by the Board of Health.
Signed 1 Dat 12-1 2AVS�^
Irrspe-EEiorrs t
y1t �
No. FEE
� FEE
COMMONWEALTH Of MASSACHUSETTS 10
Board of Health, Y I^i 5�-G h� _ , MA. J
CERTIFICATE OF COMPLIANCE
Description of Work: ❑Individual Component(s) Complete System
The undersig e`dhOOereby certify that the Sewage Disposal System; Constructed ( ),Repaired ( ),Upgraded ( ,Abandoned (
by: 2e�1 C, i
at t-4 0 rn J25h I re- Aven V( e-- Ph I qijrjLs
i has been installed in accordance with the provisions of 310 tMR 15.00 (Title 5) and the approved design plans/as-built plans relating to
application o. :V 5 3 A , dated !Fr 11;0_15 . Approved Design Flow (gpd)
Installer
Designer: Inspecto : Date: fry
The issuance of this permit shall not be construed as a guarantee that the system will function as designed.
No.� FEE
COMMONWEA 14 OF MASSACHUS ETTS
Board of Health, �- � MA.
"VISPOSAL SYSTEM CONSTRUCTION PERMIT
• Win.
Permission is hereby gran d to; Construct( ) Repair( Upgrade( ) Abandon( ) an individual sewage disposal system
at G. k as described in the application for
Disposal System Construction Permit No. y„dated N '
Provided: Construction shall be completed wi in hree years of the date o ��mf. �1111ocal conditionstmust be met.
+ ¢ 11"5 Rev.5/96 A.M.Sulkin Co.Boston,MA "�` Date(' Board of Hea
F
Town of Barnstable
°Ft"E r° Regulatory Services
Thomas F. Geiler, Director
* Raxxseast.a,
9�p ' � Public Health Division
Thomas McKean,Director
.200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: to o
Designer: Shay Environmental Services, Inc. Installer: �1
Address: P.O. Box 627 Address:
East Falmouth, MA 02536 � Me1 fl
On lo �be_o Soon C. was issued a permit to install a
( ate) (installer)
septic system at kN22M! S? � OVAOC,6S based on a design drawn by
(address)
Shay Environmental Services Inc.nv_ dated -1)`t��
(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.
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.
�o CARMENE.
(I st er' gna e) SHAY N
No. '1181
G/STV
SgN1TAR,P�
(Designer's Signatur (Affix De i tamp Here)
PLEASE RETURN TO ARNSTABLE 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.
Q:Health/Septic/Designer Certification Form
9/16/03
Notice: This Form Is To Be Used For the Repair Of Failed
Septic Systems. Only
PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM
I, 0,,, 1 E• R ,hereby certify that the engineered plan signed by me
dated concerning the property located at
(l Aa.+mCOsMre �)ue ,-0$,gPgr1\S meets all ofthe
following criteria:
• This failed system is connected to a residential dwelling only. There.are no.commercial or
business uses,associated with the.dwelling.
• The soil is.classified as.CLASS I and the percolation raze is less than or equal to 5 minutes
per inch. The applicant may use historical data to conclude this fact or may conduct deep
test holes and percolation tests.at the site without a health agent present.
• There is no increase in flow and/or change in use proposed
• There are no variances requested or needed.
• The bottom of the proposed leaching facility will be located no less than five feet above the
maximum adjusted groundwater table elevation. [Adjust the groundwater table using the.
Frimptor method when applicable]
Please complete the following:
A) Top of Ground Surface Elevation(using GIS information) �� • �C�
B) G.W. Elevation CkQ +adjustment for high G.W. _ a O
DIFFERENCE B y dB U
SIGNED : DATE:
NOTICE
Based upon the above information;a repair permit will be issued for bedrooms
maximum.. No additional bedrooms are authorized in the future without engineered septic system
plans.
F
q ASepfi6perceXemp.doc .
LEGEND N
x 100.98 EXISTING SPOT GRADE VmeY�rd L
r �
ce
EXISTING CONTOUR M Moryo%; �n o
_0.H.W--- OVERHEAD WIRES �,. N°�` shire pve
e St ° LOCUS
7BM1
t W EXISTING WATER SERVICE a6 5 '
TOP/CONCRETE BOUND G EXISTING GAS SERVICE
EL.=101.53 I Ma TEST PIT
HAMPSHIRE ROAD Sao BENCHMARK S S
102.75 102,21 edge of pa,v ment PK QS� ET 10,00 99.18 kkk3
&
' 100,39— a
CX
102.47x 101.7� — ,
\ N 66.44'50 k E x — u LOCUS MAP
1 NOT TO SCALE
CB 100.00, 1_ �. CB E --
103,47 .�.:' RAMP LOT 26� 1011.53
MBL 291 -140 GENERAL NOTES:
9,000 ±SF �' 1
o .... 0•'
x
x 1 ——— 1 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
103,75 •':•:'. .; :.:• —\ / I 101,7� BOARD OF HEALTH AND THE DESIGN ENGINEER.
103.19 x 3.1
\ 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
0 }
\ I OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
0 LOCAL RULES AND REGULATIONS.
1 I Z 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
3 TING ! N- TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
HOUSE 67
0 0: DESIGN ENGINEER. 1
0 0 :
o T.O.F.=104.5f o cn 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
in o . I FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
0 10f.26 ' ENGINEER BEFORE CONSTRUCTION CONTINUES.
cMv x 103,55 x ` i -- 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
Z x DEC C 103.17 \ �M-2 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
°i 103.84 PROPOSED OUTSIDE CORNER/STEP THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
c SEPTIC TANKM103.
\
°1 TP\ 2 C EL.=104.19 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
INSTALL CLEANOUT---
EXISTINGA G SEPTIC TANK O x 10000 x 102,86 y I 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
TO BE PUMPED, FILLED c TP-1
8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
WITH SAND & ABANDONED t ——————— r o 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
O O O O O r'� u AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
r' ` �15' DIRECTED BY THE APPROVING AUTHORITIES.
EXISTING S.A.S. ——__—__ _; PROPOSEp•S.A;S�t_•'•: 1O, 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
TO BE ABANDONED 38� 18 THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
1U3,03 —DRAINAGE EASEMENT-
103,08 103,26 15r WIDE-TO BRISTOL AVE, CONSTRUCTION.
x chainlink fencex x 100.00 x 103.05 x 103.13
11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
S 66'44'50" W IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3).
PARTIAL STRIPOUT I � OF MAssq 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
SEE NOTE 11 ( ��F cyG INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
o PETER T. 13, THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
o McENTEE N NOT CONSIDERED TO BE A PROPERTY LINE SURVEY.
CIVIL
No. 35109
�F"IS1E�`�° �� PROPOSED SEPTIC SYSTEM UPGRADE PLAN
FS Ea 67 HAMPSHIRE ROAD, HYANNIS, MA
Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
OWNER OF RECORD Engineering by: - SCALE DRAWN JOB. NO.
' Engineering Works, Inc. 1"=20' P.T.M. 115-14
ALVARADO, ISABEL F & YUDY g• 9
67 HAMPSHIRE ROAD 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET No.
HYANNIS, MA 02601 (508) 477-5313 2/20/14 P.T.M. 1 Of 2
t
tar
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL: 100.5
FOR A DISTANCE OF 15' AROUND THE
PERIMETER; OF THE S.A.S.
SEPTIC TANK PROPOSED D—BOX PROPOSED S.A.S.
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER AND COVER INSTALL RISER Sc COVEROVER ONE CHAMBER(MIN.)
OUTLET AND SET TO 6' OF FINISH GRADE SET TO WITHIN 6" OF FINISH AND SET TO WITHIN 3" OF FINISH GRADE TO SERVE
T.O.F.=104.5t GRADE AS AN INSPECTION MANHOLE. EXISTING
EXISTING F.G. EL.=103.5E F.G. EL.=103.1t F.G. EL.=103.8(MAX.) HOUSE(#67)
:.•f ` T.O.F.=104.5E
uA� A• . it 'CJ�.
L = 8' + L = 11' L = 12'(MAx)
® SCH4 (MIN.) ® S=1%
4"SH40 PVC ) ® S=1% (MIN.) DECK
4" (MIN.)
PVC 4"SCH40 PVC
6" 2" LAYER OF 1/8" 39 O
11 ®�® TO t/2 DOUBLE �• �'�; N
10 14" 6 12" WASHED STONE
• INV.=100.75 48" LIQUID OR APPROVED FILTER FABRIC) R6� �8 /
LEVEL PROPOSED INV.=100.20 4 3 4 3/4"-1 1/2"
GAS BAFFLE INV.=100.37D—BO� INV.=100.00 EFFECTIVE WIDTH 11' DOUBLE WASHED
H-10 RATED STONE PROPOSED S.A.S.
}PROPOSED SEPTIC TANK USE 5 LC-6 LEACHING CHAMBERS IN SERIES 1
INV.=101.5t(VERIFY) WITH 4' OF DOUBLE WASHED STONE—ALL SIDES ————-38'
NOTES: H-20 RATED
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE TOP CONC. ELEV.=100.83 —_TZ2=—— —BREAKOUT /�
INVERTS, PRIOR TO INSTALLATION. INV. ELEV.=100.00 ®®®0®®® ELEV.=100.5 S.A.S. LAYOUT
2) SEPTIC TANK & D—BOX SHALL BE SET LEVEL AND EM E3 EM E3®E3'E3
TRUE TO GRADE ON A MECHANICALLY COMPACTED BOTTOM ELEV.=99.00
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN 4' 1 5 x 6' = 30' 4'
310 CMR 15.221(2). 4' OF NATURALLY OCCURRING —— ——————
3) INSTALL INLET & OUTLET TEES AS REQUIRED. PERVIOUS MATERIAL EFFECTIVE LENGTH = 38' r a"�cNoacouT
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE 5' (MIN.) ABOVE G.W. 1 20' DIA. COVER
AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL. LEACHING SYSTEM SECTION
NO G.W./BOTTOM OF TP„ EL=92.0 r — M
I4"KNOCKOUT 4' KNOCKOUTI
SEPTIC SYSTEM PROFILE I_---_-- 4KNOCK0UT --J
N.T.S.
r 72"
SOIL LOG PLAN VIEW
DATE: FEBRUARY 19, 2014 (REF#14,297) N
—
SOIL EVALUATOR: PETER McENTEE PE(SE#1542)
DESIGN CRITERIA WITNESS: DONNA MIORANDI R.S. HEALTH AGENT ® ® ® 0 ® � ® 22. ® ®
ELEV. TP- 1 DEPTH ELEV.,, TP-2 DEPTH IN 2RT I ® ® ® ® ® ® ® I
NUMBER OF BEDROOMS: 3 BEDROOMS
103.0 q 0 103.0'�' q 011
SOIL TEXTURAL CLASS: CLASS I SANDY LOAM SANDY LOAM 72" 1-^ 36" 1
DESIGN PERCOLATION RATE: <2 MIN/IN 102.3 �10YR 4/2 81' 102.3 SANDY M S M
10YR 4/2 8„
END VIEW
SIDE VI
DAILY FLOW: 330 GPD B k) B EW
DESIGN FLOW: 330 GPD 0YR 5/8 0YR 5/8
GARBAGE GRINDER: NO—AND NOT PERMITTED WITH THIS DESIGN 100.0 36" 100.11 35" WIGGIN LC-6, H-20 LOADING
PPOPOSED SEPTIC TANK: 1500 GALLON CAPACITY C PERC LEACHING CHAMBER
LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF 42'/54" I N.T.S.
.74 GPD/SF M—C SAND M—C SAND PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 5 -LC-6 LEACHING CHAMBERS IN SERIES 2.5Y 6/4 2.5Y 6/4
WITH 4' OF DOUBLE WASHED STONE—ALL SIDES 10% GRAVEL 10% GRAVEL 67 HAMPSHIRE ROAD, HYANNIS, MA
SIDEWALL AREA: (11.0' + 38.0') x 2 x 1' = 98.0 SF Prepared for: D. A. Brown, Inc., P.O. Box 145, Centerville, MA 02632
BOTAOL AREAA............ 11.0' x 38.0' 516.0 SF PERC RATE <2 MIN IN., 138 Engineering by: SCALE PRAWN JOB. 14
.418.0 SF 92.0 138' 92.0;
I N.T.S. P.T.M. 115-14
..............•..........••.....•..• .... / IF"C" HORIZON _ Engineering Works, Inc.
NO GROUNDWATER ENCOUNTERED 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET N0.
DESIGN FLOW PROVIDED: 0.74 GPD/SF(516.0 SF) = 381.8 GPD 1 (508) 477-5313 2/20/14 P.T.M. 2 Of 2
: - SECTION A -A N
*NOTE: ALL PIPES ARE TO BE 4 0 SCHEDULE 40 P.V.C. VENT PIPE Least 24 inches tall ALL OUTLET PIPES FROM THE < l> I \
10 mina from Schedule 40 PVC N/Chorcool Odor�Fliter PROFILE VIEW OF LEACHING SYSTEM DISTRIBUTION Box SHALL BE 12. COVER
Existing Foundation lhauise to septic tank SET LEVEL FOR AT LEAST 2 FT.
Septic tank pavers must be 0-BOX cover maet the Not to Scale
TOP,OF FOUNDATION = ELEV. 100.00 (Assumed), 8 In o/ervfini Ind grade eAtMn ti in. of finished grade y
' Grade over Septic Tank- 99.00 Grade over D-Box-99.b0 A\ over SAS- 99.E y y t/b'- f/�t' IaiArd Pwbws ^t ? IR1oGcaUlSt-.,r
b _,. s:t> ' 0 tijdi ne°�SI
3-5 OUTLET
4' to I f/t' Fee%"Cvumh d anew. ^'& 8tq.9°M
5.5 12' INLET4'P%C(CAPPED)INSPECTION PORT TO - tiUar/Al,S r b.02 3 HOLE H-10 INSTALLED AND TO BE YAI M W OF GRADE °. Box .. _ - �_ , Q x >R 70 0
t_ 10, NEW S-O.OI or Greater ( w 4' preq* r kt 1z ChrMS
gL PIPE g 1,500 GAL u1 15' S- 0.01'Per toot s' T Top of SAS-aev,-95.75 --1 15 5' 4" - SCH. 40 Te t.y3` : --"'
FROM DaST.FOUNDATION ul ^ SEPTIC TANK m nn Z4"i Effective 2 I ' `
�r stl`tt,
w ,. �, C4 S L:flscWe Depth PLAN SECTION CRASS-SECTION j nh
CNI � sideWcal ' r
CONCRETE FULL 1171hLM o H^10 ; rn o G 1' 3 UnItS e.7' = 2t' u? 4►u M�°� na a, s
d �l
v 3
3' 3 HOLE H-10 DISTRIBUTION BOX
Y M PROFILEccoVacted stone $ o a 4 NOT TO SCALE VA
Not to Scale - c `o > rn 9'
c c 6
Effective Width1 Effective Length p
B In.of 3/4'-1 1/2' < m SOIL ABSORPTION SYSTEM (SAS) GENERAL NOTES
compacted done -i a 1. Contractor is responsible for Di safe notification, Verification of Utilities
NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE o a INFILTRATOR MODEL 3050 CH-20 LOADING)/ SUMNER & DUNBAR P Dig
safe
� (OR EQUNALENT) and protection of all underground utilities and pipes.
2. The septic tank on j distribution box shalt be set
Bottom of Test Pit = Elevation 88.00 NOTE: OVERALL HEIGHT OF INFILTRATOR IS 30" /EFFECTIVE HEIGHT IS 24" level on 6" of 3/4 -1 1/2" stone.
3.
vObs. Groundwater - Test Hole 1& 2 Elev. s
None Observed tone ll should i clean sand or grovel with no
n
stones over 3" n size. '
4. This system is subject to inspection during installation
by Carmen E. Shay - Environmental Services, Inc.
Design Calculations 5. The contractor shall install this system in accordance
Number of Bedrooms: 3 Equivalent to 330 Gat./Day with Title V of the Massachusetts state code, the approved plan
Garbage Grinder and Local Regulations.
Leaching Capacity Proposed 330 Gat./Day Minimum 1 I 6. If, during installation the contractor encounters any
Septic Tank - 2 x 330 Gal./Day = 660 USE NEW 1500 GAL. Septic Tank. i i soil conditions or site conditions that are different
SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch j j from those shown on the soil lag i our design
Bottom Area: 0.74 .gal/sq. ft. x 290 sq. ft. _ 214.6 gallons installation must halt & immediate notification be
made to Carmen E. Shay - Environmental Services, Inc.
Sidewoll Area: 0.74 gal./sq. ft. x 156 sq. ft. = 115.44 gallons
Providing: _ 330.04 gallons i i 7. No vehicle or heavy machinery shall drive over the
l I septic system unless noted as H-20 septic components.
Use: (3) 3050 H-20 INFILTRATOR CHAMBERS, HAVING A 2' EFFECTIVE DEPTH, 8. install Tuf-Tite gas baffles or equals on all outlet tee ends.
(4' W x T L) 70 BE USED WITH 3' OF WASHED STONE ON THE SIDES AND I I LOT #13 LOT #12 9. All Distribution Lines shall be 4' diameter Schedule 40 NSF PVC pipes.
4. OF WASHED STONE ON THE ENDS. LOT #14 i 10. All solid piping, tees & fittings shalt be 4" diameter
l I Schedule 40 NSF PVC pipes with water tight joints.
P E R C O LATi ON TEST l I 11. Municipal Water is Connected to ALL OF The Residence and Abutting
1
Properties Within 150 Feet.
Date of Percolation Test: AUGUST 8, 2005 I I
Test Performed By. CARMEN E. SHAY, R.S., C.S.E. i THE PROPERTY LINES ARE APPROXIMATE AND
Results Witnessed By. ,WAIVER. (Per Barnstable B.O.H.) l I COMPILED FROM THE SURVEY PLAN GENERATED BY
1 1 BEARSE & KELLOG, RLS OF HYANNIS, MA
EXCAVATOR: Shay Env. Svcs.
Percolation Rate Less Than 2 MPI 48" I I ENTITLED "SUBDMSION PLAN OF LAND IN HYANNIS, MA",
1 1 TEST HOLE #2 DATED DATED FEBRUARY 26, 1954 (PLAN #14034-A SHEET 2)
Test Hole Test Hole I PL I ELEV.= 99.00 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
No. 1 No. 2 IT SHOULD BE USED FOR NO PURPOSE OTHER THAN
TEST HOLE #1
4" PVC 100.00' THE SEPTIC SYSTEM INSTALLATION.
,
DEPTH SOILS ELEV. DEPTH SOILS ELEV. l l Vent
-- 1 1 ELEV.= 99.00 4•
0 99.00 0 99.00 i C"�f EXISTING CESSPOOL TO BE PUMPED OUT AND FILLED IN PLACE
Sandy Loom Sandy Loom 1 I .�`x` =' D-BOX
PROJECT. BENCH MARK l - .-� - t�-`�p NOTE: ANY STRIPPER OUT SOIL CONTAINING LEACHATE
10 YR 3/2 10 YR 3/2 9�--- ---t---..�.-. �(:`s ----- -- 99
TOP OF FOUNDATION l t� ctz ,,= -.. FROM THE EXISTING CESSPOOL TO BE DISPOSED
0.-9. Ae 98.25 0'-V A. 98.25 I F
ELEV. = 100.00 (Assumed) I �.. -�0' OF AS PER BOARD OF HEALTH SPECIFICATIONS.
Loamy loamy I l Failed
Sand i Sand I 1 _ Cesspo I 0 THERE ARE NO 5'fETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY
10 YR 5/6 1O YR 5/s i i Z LLJ 1500 9a1.
9 42' B• 9&50! 9'- 48" Be 95.00 88 Septic Tank 4
t "--L� ASSESSORS MAP 291 PARCEL 140
Medium Medium 1 I �� Deck O
Sand Sand 1UJ LEGEND
2.5 Y 8/4 I Z5 Y B/4 t Q I \�\ LOT #27
42'- 132 C, S&OO 48"- 132 G 88.00 LOT #25 Q
EXISTING W� \\
y7� l DENOTES PROPOSED
3 BEDROOM EXIST 104X 1 SPOT GRADE
HOUSE GARAGE DENOTES EXISTING
X 104.46
#67 SPOT GRADE
PL PROPERTY LINE
Perc #1 I t i ► - 96P PROPOSED CONTOUR
1 I �� �� 1 >- 1
Depth to Perc: 48' to 66" 6�1 I I Q I
p 9 l I \, �; I 1 --- -- -97 EXISTING CONTOUR
Perc Rate= 2 MPI l -�__ _ `.\ I I 98
OBSERVED H2O Elev. _ None Observed LOT #26 g i w o
0 i 9,000 Square Feet 100.00' i 1 DEEP TEST HOLE &
L APE PERCOLATION TEST LOCATION
~ 1 ------------- - 6 FOOT STOCKADE FENCE
3-24"DIAM, ACCESS MANHOLES LJ,� -.\ �---
10•-B'
----------------------------------------------- -------- ---------- '---'----\ -"----------\�------
z � �
CID
�E, _% ` i ` f s ,�
P LOTLAN
J t OWUT
THE ACCESS COVERS FOR THE SEPTIC TANK. r T OF PROPOSED SEPTIC SYSTEM UPGRADE
r` DISTRIBUTION BOX AND LEACHING COMPONENT H� 1Yl P�HI�[�.E Y �N�J E
SHALL BE RAISED TO WITHIN 6" OF
FINISHED GRADE. P
STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TiTE GAS BAFFLES OR EQUALS
PLAN VIEW ON ALL OUTLET TEE ENDS (4 O Fool RIGHT OF WAY) F R E D R I C K C Q R� FOR
PREPARED X. L E S L I E H E M M I LA
AT
�3-24'REMOVABLE COVERS #67 HAMPSHIRE AVENUE
HYANNIS, MA
- mkn. deoranc. LrL
1r anLE't
INLET mhrl2'mta kYet to oatlst K mb.
OUTLET '
5 -r tdn,►, s -r F P EPARED BY:
+ E g o.ww. `• ' 'mr,
b Liquid!depth : S R NRVE J .12
SA
` r.-� �•. .... ...- 0 20 40 50 ENVIRONMENTAL SERVICES, INC.
10 0. g _Br O. o P.O. BOX 627
CROSS SECTION END-SECTION
is7E -�` EAST FALMOUTH, MA 02536
TYPICAL 1500 GALLON SEPTIC TANK SgNITA9, TEL/FAX 508-539-7966
NOT TO SCALE
SCALE: 1"=20' SCALE: 1"=20' DRAWN BY: CES DATE: AUGUST 10, 2005
(H-10 LOADING _ PROJECT#SD787 FILENAME: SD787PP.DWG SHEET 1 OF 1