HomeMy WebLinkAbout0350 SCUDDER AVENUE - Health J50-SCUDDER AVENUE' S
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TOWN OF BARNSTABLE
LOCATION SEWAGE# 0�(®
VILLAGE-Wv ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.Q�
SEPTIC TANK CAPACITY
LEACHING FACILITY. (type) cam./ s-rG,,, .e (size) 2,sV l
NO.OF BEDROOMS .
OWNER—
PERMIT DATE:TJ_ p COMPLIANCE DATE: 5� .2 U
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�
3
3
O
oq] L.(pd3��
No. po do Fee o
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
application for Disposal 6pstem Construction 3permit
Application for a Permit to Construct( ) Repair( ) Upgrade(✓Abandon( ) [a'Lomplete System ❑Individual Components
Location Address or Lot No. Owner's Name,Address,�nd Tel.No. Z Ma-1
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No.Sa`� ��r Designer's Name,Address,and Tel.No. SIC5 d-36tD-33-/
A6
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) CZ:) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank S00 Ca , Type of S.A.S.CGvr_-.ic7-'de_ Q&A A�A�,r 1—Sq!
Description of Soil vim,
Nature of Repairs or Alterations(Answer when applicable) ✓�� s� (l `,;"®Z� :54 l�,
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 Z Date a
Application Approved by c Date -
Application Disapproved by Date
for the following reasons
Pe Do
To. p2� V Date Issued �3
r t�
t - C) do No. � Fee
_ . THE COMMONWEALTH OF MASSACHUSETTS Entered ut computer:
- Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01ppYitation for Misposai 6pstem construction Vermit
Application for a Permit to Construct( ) Repair( ) Upgrade(V)--Abandon( } Qeomplete System ❑Individual Components
Location Address or Lot No. p Owner's Name,Address, . d Tel.No�� 20�0� J`77
L-0%
Assessor's Map/Parcel !�? 3 O
Installer's Name,Address,and Tel.No.Sow Gci55" Designer's Name,Address,and Tel.No.
..St3✓�.S'1_��
Type_of Building: _
Dwelling No.of Bedrooms i Lot Size sq.ft. Garbage Grinder( )
Other Type of Building { 7 No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) ?"? �" gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title t
Size of Septic Tank Type of S.A.S.(:,,,.
Description of Soil EK-- E' 4
r
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 place the system,in operation until a Certificate of
Compliance has been issued by this Board of Health.
Signed — '`}� Date _!)
Application Approved by Date — 2—2c
Application Disapproved by Date
for the following reasons
Permit No. — 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
at '2,5Z'�:j has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No..9-0�a`6010 dated
Installery, - .-Nor- -'" Designer
#bedrooms Approved design flow gpd
The issuance of this ppermit shall not be construed as a guarantee that the sy tem will 4.1ioreslyd.
Date ,�)�j 1� Inspector I
-------------------------------------------------------- ---------------------------------------------------------------------
No: 0 O,20 ` rZU'V Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
bisposal *pstem construction 3permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade(�� Abandon( )
System located at
and descri ,to the above pplication for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
Tit and the folloglocal pr visio or special conditions.
Provided:Construction must be completed within t ee years of the date of this permit.
Date Approved by �~�
Town of Barnstable
Regulatory Services
Richard V. Scali, Interim Director
BARNYMM
NAM ��
Public Health Division
t6;p.
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: Z b Sewage Permit# Assessor's Map\Parcel_a�®
Designer: e- l°� cS l L Installer: -
Address: ;��) �� CSC j Address:
l�' ,�FIJy� VV v/6`>"
On 'a p DC) "u -" c_ as issued a permit to install a
'(date) (installer) aa
septic system at LU�'�>r(L� � �ba�QQed on a design drawn by
(address)
t dated ZIZ Z�
(designer) �S
I certify that thef 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 compliance with the terms
of the IAA approval letters (if applicable)
t
(Installer's Signa ure)
(Designer's Signature) (A ixWON.
ere)
PLEASE RETURN TO BARN ABLE PUBLIC HEALTH DRTIFICATE
OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUELT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:\Septic\Designer Certification Form Rev 8-14-13.doc
TRANS.NO.:
CITY/TOWN: Hy& NjS?OPTMA
APPLICANT: (ZE.rcp
ADDRESS: ,3Scb S('o o p' Z,
DESIGN FLOW: 3 3D gpd
REVIEWED BY: DATE:
N/A OK NO
GENERAL
Legal boundaries denoted 310 CMR 15.220(4)(a)]
Street, Lot,tax parcel number and lot number noted on plan [310
CMR 15.220(4)(u)] X
Locus Provided 310 CMR 15.2204 t
Plan proper scale?(1"=40'for plot plans, 1"=20'or fewer for
components) 310 CMR 15.220(4)] x
Easements shown 310 CMR 15.220 4
System located totally on lot served[310 CMR 15.405(1)(a)for
upgrades]-if not, a variance is required 310 CMR 15.412(4)]
Location of impervious surfaces (driveways,parking areas etc.) X
310 CMR 15.220(4)(d)]
Location all buildings existing and proposed 310 CMR
15.220(4)(c)]
Location and dimensions of system components and reserve k
areas. 310 CMR 15.220(4)(e)]
System Calculations 310 CMR 15.220 4
daily flow
septic tank capacity(required andprovided)
soil absorption system(required andprovided)
whether system designed for garbage grindei X
North arrow P10 CMR 15.220 4
Existing and ro osed contours 310 CMR 15.220(4)(g)] �(
Location and log of deep observation holes (existing grade el. on X
each test) [310 CMR 15.220(4)(h)]
Names of soil evaluator and BOH representative [310 CMR
15.220 4 h and i
Location and date of percolation tests (performed at proper
elevation?) [310 CMR 15.220(4)(i)] x
Percolation test results match loading rate? 310 CMR 15.242
Certification statement by Soil Evaluator 310 CMR 15.220(4)0)1
Observed and Adjusted groundwater(method for adjustment
given or indicated) [310 CMR 15.103(3)and 310 CMR x
15.220(4)(n)]
Address 3 J y a o y pf,,�-- Av-r-- Sheet 1 of 7
i
�-ly w-t,)N l.S P019-T Jln/16,
N/A OK NO
Location of every water supply,public and private, [310 CMR X
15.220(4)(k)]
within 400 feet of;the proposed system location in the case x
of surface water supplies and gravel packed public water supply
within 250 feet of the proposed system location in the case
within 150 feet of the proposed system location in the case v
of private water supply wells �l
Location of all surface waters and wetlands located up to 100 ft.
beyond setbacks listed in 310 CMR 15.211 and any catch basins
located within 50 ft. 310 CMR 15.220(4)(1)]
Water lines and other subsurface utilities located[310 CMR
15.220 4 m if water line cross see 310 CMR 15.211 1 1
Profile of system showing invert elevations of all system v
components and the bottom of the SAS 310 CMR 15.220(4)(o)
Stamp of designer 310 CMR 15.220 1 and 310 CMR 15.220(2)]
Stamp of Registered Land Surveyor(required if construction
activities within 5 ft. of lot line) [310 CMR 15.220(3)]
Test Holes adequate(two in each of the primary and reserve
unless trenches as permitted in 310 CMR 15.102(2)or as
approved for an upgrade under LUA at 310 CMR 15.405(1) k
Test hole adequate to demonstrate four feet of suitable material?
310 CMR 15.103 4
Test Holes adequate to confirm adequate groundwater separation?
310 CMR 15.103 3
Benchmark within 50-75' of system 310 CMR 15.220 4
Materials specifications noted? [various sections of 310 CMR
15.000
System components not> 36" deep (unless Local Upgrade
Approval or LUA requested) 310 CMR 15.405 l(b)J
Address 35b Sheet 2 of 7
N/A OK NO
SEPTIC TANK
a
Size OK? 310 CMR 15.223 1
Inlet tee located ten inches below flow line 310 CMR 15.227(6)]
Outlet tee 14" or 14"+5"per foot for increase ft depth[310 CMR
15.227(6)]
Outlet tee with gas baffle or approved filter 310 CMR 15.227(4)]
Note regarding installation on stable compacted base [310 CMR
15.228 1
Separation between inlet and outlet tees(no less than liquid
depth) 310 CMR 15.227 2
Inlet/Outlet elevations at least 12"above high groundwater
(except as described 310 CMR 15.227(5))or permitted for
upgrades under LUA 310 CMR 15.405 1 k
Minimum cover 9" (Tanks buried more than 9" must have risers
on all openings and on the d-box) [310 CMR 15.2228(1)and 310
CMR 15.232 3 X
Three access covers(inlet and outlet must be 20" or greater)-
middle access at least 8" 7/07 [310 CMR 15.228(2)]
Access to within 6 " of grade -one port for systems<1000gpd,
two fors stems>1000 gpd 310 CMR 15.22 8 2
All at-grade covers secured to unauthorized access? [310 CMR
15.228(2)]
> 10 ft from building foundation 310 CMR 15.211 1
Buoyancy calculation Required/Done 310 CMR 15.221(8)] �(
H-20 Where appropriate? 310 CMR 15.226(3)] -
Setbacks from resources 310 CMR 15.211
Multi 'C6in ailment Tanks
Required when other than single-family dwelling or flow>1000
d 310 CMR 15.223 1 )
First compartment 200%daily flow; Second compartment 100%
daily flow 310 CMR 15.224(2)and 3
"U"pipe through_or over baffle, outlet of each compartment with
as baffle or approved filter 310 CMR 15.224(4)] X-
Address ��� ��V ��(Z. / ► ��- Sheet 3 of 7
r
N/A OK NO
BUILDING,SEWER AND-OTHER PIPING
Located at least ten feet from any water line? [310 CMR
15.222(2)] k
Disposal piping at least 18"below water line(when water and
sewer cross, see 316 CMR 15.211 1 1
Cleanouts re uired/ rovided? 310 CMR 15.222 8
Thrust blocks specified in force mains?310 CMR 15.221(6)(c)]
Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable
310 CMR 15.222(6)]
Proper pitch on all runs?(.005 within gravity-distributed trenches
and beds) [310 CMR 15.251(9)and 310 CMR 15.252(2)(c)] x
Siphonproblem/ leachfield below pump chamber
Endca s or vent manifoldspecified?
Size and orientation of discharge holes specified? (not smaller
than 3/8"not larger than 5/8") [310 CMR 15.251(8)and 310
CMR 15.252 2
Materials specified (310 CMR 15.251(5) specifies various pipe
types allowed) '
DISTRIBUTIONBOX
Stable compacted base [310 CMR 15.221(2)and 310 CMR
15.232(2)(a)]
Splash plate or baffle We required on inlet/provided?(when
pressure sewer to d-box or steep pitch of gravity sewer) [310
CMR 15.323(3)(a)] -
Riser if deeper than 9" 310 CMR 15.232(3)(f)]
Inside minimum dimension 12" 310 CMR 15.232(2)(b)]
Minimum sum 6" 310 CMR I5.232(3)(e)] )(
Watertight cover if<20009pd); waterproof manhole if>2000gpd
310 CMR 15.232(3)(d)]
PUMP:GHAMBERS µ
Capacity(emergency storage above working--design flow)? [310
CMR 231(2)
Proper setbacks 310 CMR 15.211 same as septic tanks
Watertight 20-in minium access manhole at least 20"MUST BE
TO GRADE 310 CMR 15.231(5)]
Service components accessible (not too deep with piping,
disconnects accessible
Alarm floats-alarm on circuit separate from pumps specified?
Exceeds two units must have two pumps operating in lead-lag
mode. 310 CMR 15.231 6 and 8
Stable Compacted Base 310 CMR 15.221(2)]
Buoyancy calculations needed?Provided? 310 CMR 15.221(8)]
Address Sc.�o�ot.�rz Sheet 4 of 7
�k NNIS� AAA,
N/A OK NO
SOIL ABSORPTION,SYSTEMS' SAS :GENERAL
Calculations correct?
4 feet of naturally occurring material demonstrated? [310 CMR
15.240(l)] X
Required separation togroundwater? 310 CMR 15.212 k
Aggregate specified as double washed 310 CMR 15.247(2)]
System Venting required/provided?(system under driveway or
>36"deep) 310 CMR 15.241 x
Inspection ports specified and within 3"final grade? [310 CMR
15.240 13
Breakout requirements met?(No violation of breakout elevation
within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and
Guidance Document
GAI;LERIESPITSCIiAMBERS;.310_C]VIR 15253 "•; _ �< -
Chambers and Gal. in trench configuration supplied with inlet
every 20 ft. 310 CMR 15.253(6)]
Each structure with one inspection manhole(if>2000 gpd must '
be tograde) 310 CMR 15.253(2) X
Aggregate 1'minimum-4'maximum. 310 CMR 15.253 1
2' sidewali credit maximum 310 CMR 15.253 1 a
In bed configuration,inlet every 40 s . ft. 310 CMR 15.253 6
TRENCHES:310 CMR 15.251
Width T minimum 3'maximum 310 CMR 15.251 1
100 feet maximum length [310 CMR 15.251 1 a ]
Minimum separation 2x effective depth or width whichever
eater 3x if reserve between trenches 310 CMR 251(1)(d)]
Situated along contours 310 CMR 15.251(2)]
Breakout OK? 310 CMR 15.211 1 4 and Guidance Document
BED.SAS(Maximum` i&otbed or.11eld::5000
minimum 2 distribution lines 310 CMR 15.252(2)(a)]
Maximum separation between lines 6' 310 CM R15.252 2 d
Maximum separation between lines and outside of bed 4' [310
CMR 15.252(2)(e)]
Aggregate depth below discharge pipes 6"minimum, 12"
maximum. 310 CMR 15.252 2
Separation between beds 10'minimum. 310 CMR 15.252 2
Bottom area used in calculations only 310 CMR 15.252(2) i
Address 3 5b S co D D t IL-- &/I—:- Sheet 5 of 7
4yA-ty xvISPd tL7 , n/v4
N/A OK NO
DID THE PLAN INVOLVE t
Pressure Dosed System ? Provided pump and piping
calculations as required 310 CMR 15.220(4)(r)] )C
Pressure dosing required on all systems>2000gpd or alternative
systems under remedial approval [310 CMR 15.254(2)and I/A
Remedial Use Approvals]
If used in gravelless system-make sure jet is directed as not to
scour soil interface Guidance Document
Inspections once per year(systems<2000 gpd)or quarterly
>2000 dgood to note on plan 310 CMR 15.254 2 d
Construction in fill -Did the plan specify that the fill shall meet
the specification of 310 CMR 15.255 3 ?
Impervious barrier and/or retaining wall? Guidance Document
Impervious barrier installation must be supervised by
designer 310 CMR 15.255(2)(b)]
Retaining wall must be designed by Registered Professional
Engineer 310 CMR 15.255(2)(a)] k
Side slope not exceed 3:1 ? 310 CMR 15.255(2)]
Breakout requirements met? [310 CMR 15.252(2) and
Guidance Document
At least 5 ft. from impervious barrier to edge of SAS (10 ft.
recommended) [310 CMR 15.255 2 e
Gravelless S stem[UA`A 'royal Leiters], ,
Check DEP Approval letters for credits and design conditions
If used with pressure dosing do not allow pressure discharge
to scour soil interface
fllternatiye Se`tic S sem[UA royal Letters) -Was DEP Approval Letter provided and/or have you
reviewed the letter for conditions? X
Is the technology being properly applied and does it meet all
DEP Approval Conditions?
Is there a note on the plan regarding the requirement for
perpetual maintenance agreement? �(
Any alarms involved on separate circuits
Did the applicant submit an operation and maintenance
manual?
Has applicant submitted a copy of a maintenance
Vdriances
Are the variances listed on the plan ? [310 CMR 15.220
4
RLS Stamp necessary on plan if a component is within five
feet of property line 310 CMR 15.412(4)]
New construction or increased flow proposed- [Refer to 310
CMR 15.414
Address 3 5b I , Sheet 6 of 7
NCO n _
1
N/A OK NO
Nitro en:Seri hive Areas . '_;,, 14,
Is the system in a Designated Nitrogen Sensitive Area(Zone R for
a public supply well)? [310 CMR 15.214,310 CMR 15.215 and
310 CMR 15.216 -also refer to Policy regarding upgrades of such
existing systems]
Is the system proposed on the same lot as served by private well ?
310 CMR 15.214(2)]
Are the nitrogen loads proposed in compliance? [310 CMR
15.216(1)]
Miscelldi:eoic"s.;',
Pumping to septic tank? 310 CMR 15.229
Shared System 310 CMR 15.290
t
A
Address J`� S W �'2' Sheet 7 of 7
AAA
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LEGEND HYANNISPORT
PROPOSED CONTOUR / ��. / / W. MAIN ST•
® PROPOSED SPOT GRADE
EXISTING CONTOUR oo`� /
+ 96.52 EXISTING SPOT GRADE
W— EXISTING WATER SERVICE o cy
TEST PIT / o rys�9� �GJoo
-21
SITE
350 SC DER AVE
CO
' \
r�
-- LOT 3 '2S.16. Q� /
AREA = 17625 sf+— \22 - % LOCUS MAP
PLAN BOOK 257 PAGE 49
ASSR MAP288 PCL 204 i / / { / i� `\ / / /
LOCUS INFORMATION
PLAN REF: 257/049
/ TITLE REF: 21499/179
U TI Lll TY ' PARCEL ID: MAP 288 PAR. 204
22_ : /' / ' PROPERTY IS IN ZONE II
G / / POLE FLOOD ZONE: "X", <2X
--------- G GAS LINE I\� / / I I ) ^ MAP 25001CO568J DATED: 07 16 14
/
M/ G - J/ , SEPTIC SYSTEM
REPAIR PLAN
W ��\ °� LOCATED AT:
i,� 350 SCUDDER AVENUE
HYANNISPORT, MA
PREPARED FOR
o , JIM & JUDY REED/
I'v ± READY ROOTER EXC.
FEBRUARY 2, 2020
TP-2 �R-.1 \�� PROP. OG OF
�\SEPTIC TA — ���,t
/0 o DAk N 9
No 1-40
IV
- BENCH MARK
N TOP OF FOUNDATION MEYER 8C SONS, INC.
22.58
BARNSTABLE GIS DATU41 P.O. BOX . 981
r46. to �21 EAST SANDWICH, MA. 02537
PH: (508)360-3311
` FAX: (774)413-9468
meyerandsonstitle50gmaii.com
SHEET 1 OF 2 J 1894
ELEV. TOP NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
DROP FND. BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE ,
(Existing) FINISHED GRADE (21.0)
= 22.58'� F.G.EL• 21.50 F.G.EL• 21.50 F.G. EL: 21:0
A lzf
MAINTAIN 2X MIN SLOPE OVER LEACHING AREA
F.G.EL: 20.65 R 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2"
177STONE OR FILTER FABRIC DOUBLE WASHED STONE
6 " 4" SCH 40 PVC
1o"I 6 MIN. a®®a®s®®®®®
TEE'S ARE TO BE 14 INV. 18.87 ® S 1% ( ' ) ®®®®®®®®®®®
Ezell 4" SCH 40 PVC 2 OF. DEPTH a®®®®®®®aa®
INV.19.34
INV. 18.70 4' 2 X 8.5' 4'
GAS PROPOSED DB-3
EXISTING OUTLET BAFFLE EFFECTIVE LENGTH = 25'
INV. 21 .25 " ' ' " ' DISTRIBUTION BOX
Ji INV. 19.59 •.. ••• M9 (1-120) INV. ELEV.= 18.50
PROP. 1,500 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON �����` OF '�ss9� BREAKOUT
OUTLET TEE AS MANUFACTURED BY y
NOTES: o QARRE M. s ELEV.= 19.50
1) CONTRACTOR SHALL VERIFY ALL EXISTING TUF-TITS, ZABEL, OR EQUAL ME TOP CONC. ELEV.= 19.50 `
PIPE INVERTS PRIOR TO CONSTRUCTION 14 "' INV. ELEV.= 18.50 ®®
8®® .
2) TANK/D-BOX SHALL BE SET LEVEL AND TRUE TO ®10010 B
GRADE ON A MECHANICALLY COMPACTED SIX �� �P�� ®E31313
INCH CRUSHED STONE BASE, AS SPECIFIED INNITAR�a� BOTTOM EL.= 16.50 ®®E®®®®
310 CMR 15.221(2) „v 3.75' FT. 3.75'
3) INSTALL INLET & OUTLET TEES W/
GAS BAFFLE AS REQUIRED SEPARATION 6.25 FT. EFFECTIVE WIDTH = 12.5'
SEPTIC SYSTEM PROFILE SOIL ABSORPTION SYSTEM (SECTION)
BOTTOM OF TESTHOLE EL: 10.25
(500 GALLON LEACH CHAMBER)
GENERAL NOTES: DESIGN CRITERIA
1- ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL SOIL LOGS P#: TPT-20-17
BOARD of HEALTH AND THE DESIGN ENGINEER. NUMBER OF BEDROOMS: 3 BEDROOM DESIGN
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: JANUARY. 31. 2020
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF)
LOCAL RULES AND REGULATIONS. DESIGN PERCOLATION RATE: <2 MIN/IN
WITNESS: DOVE STANTON. BARNSTABLE HEALTH DEPT.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFlLLED PRIOR DAILY FLOW: 110 G.P.D. X 3 BR = 330 G.P.D.
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
GARBAGE GRINDER: NO (not designed for garbage grinder)
DESIGN ENGINEER. Bev. TP-1 Depth Elev. TP-2 Depth
4. ANY CONDITIONS ENCOUNTERED WRING CONSTRUCTION DIFFERING 21,20 0" 21.0 0" SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE PROPOSED 1,500 GAL SEPTIC TANK
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN A SAND A LOAMY SAND
ENGINEER BEFORE CONSTRUCTION CONTINUES. LOAMY
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 20.38 10" ,20.25 9 10YR 3/1 10YR 3/t " LEACHING AREA REQUIRED: (330)/0.74 = 445.94 S.F.
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF B B USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4'
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. SANDY LOAM SANDY LOAM STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE lOYR 5/8 4 lOYR 5/8
8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED BOTTOM AREA: 25 x 12.5= 312.5 SF
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. 18.70 30" 18.50 30
C C
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE PERC TEST SIDE AREA: (25 + 12.5) X 2 X 2 = 150 SF
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING O EL 95.80 TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D
CONSTRUCTION. MEDIUM- MEDIUM-
10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5. SAND SAND DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 2.5Y 6/4 2.5Y 6/4
12' AND Is OT�TO BE CONSIDEREDSIF A PnROPERIY LINE S SYSTEM UOSES RVEY ONLY 10.45 129" 10.25 129" PROPOSED SEPTIC SYSTEM UPGRADE PLAN
13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. i
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. pERc RATE <2 MIN/IN. (•C2" HORIZON) 350 S C U D D E R AVENUE, H YAN N I S P 0 RT, MA
15. ALL PIPING TO BE 4' SCH 40 • 1/6'%FT (UNLESS SPECIFIED) NO GROUNDWATER OBSERVED Prepared for: Reed/Ready Rooter Exc.
Design and Site Plan by: SCALE DRAWN DATE
• 1, Darren M. Meyer;R.S., CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 MEYER&SONS,INC. N.T.S. DMM 02/02/20
to conduct soil evaluations and that the above analysis has been performed by me consistent with the PO BOX981 REV DATE
requirements of 310 CMR 15.017. 1 further certify that i have passed the Soil Evol. Exam in October, 1999. EAST SANDWICH,MA 02537 CHECKED SHEET NO.
506-352Z922 DMM 2 of 2
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