HomeMy WebLinkAbout0477 WIANNO AVENUE - Health 477 WIANNO AVENUE, OSTERVILLE
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'LOCATION SEWAGE#Q Q 14 1(-?3
VILLAGE 0S`I;_-ry iII G ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. J .�G,cC�/s /�• - SG�g•3d 6 3s(S
SEPTIC TANK CAPACITY IS-6 0 G 11 /7("02 D LEACHING FACILITY:(type)SOOGH L C6M Lo N (size) S6.S,.,0
6 NO.OF BEDROOMS -av
OWNER SUS qxj Gat-•t
PERMIT DATE: \a._kb k(0 COMPLIANCE DATE: cm-.
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 t✓
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
01ppliLation for -Misposal *pstem Construction permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. Owner's Name,Ad re ,and Tel.No. 7 —
-9) W,
Assessor's Map/Parcel �O
Installer's N el Ad l ess ess v/ o. / 1 Designer's Name Address,and Tel. o
Type of Building: I
Dwelling No.of Bedrooms Lot Size A /� sq.ft. Garbage Grinder(MO
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 66219 gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title ,.�
Size of Septic Tank Type of S.A.S. t✓
Description of Soil
O A O It /0 2 3 - l d 0 6 O a'.3^4-lo ye
63 4 �yy - 6
Nature of Repairs or Alterations(Answer when applicable U/G� �JC�J l r n Cc UO
0 0)0
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 no o place the system in operation until a Certificate of .
Compliance has been issued by this Board of h. / y��
S ed Date
Application Approved byAlw
Date
Application Disapproved ry Date
for the following reasons
Permit No. Date Issued
�` t ,54D
No. D Fee
, THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pplitation for Misposal *pstem Construction 3permit
Application for a Permit to Construct( ) Repair( ) Upgrt de(j ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. ;• � . Owner's Name,Address,and Tel..No. 7
Assessor's Map/Parcel
Installer's NaXne,Address T 1 w Designer's Name Address,and Tel.No 43
Type of Building: s
Dwelling No.of Bedrooms W t` Lot Size -/ / sq.ft. Garbage Grinder(NO
Other Type of Building , :No.of Persons Showers( Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title j 1
M _ Size of Septic Tank h Type of S.A.S. C7
Description of Soil
Nature of Repairs or Alterations(Answer when applicable 1 10 vC --X(J I 1-11 CC�5111OO f elic
TtS/.tlG �C'ACf/ l�� l -� 6-
sT roc-
f 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 no to place the system in operation until a Certificate of
Compliance has been issued by this Board of Heralth. (� 1�r S ed / L Date a /
Application Approved by r i Date
Application Disapproved y Date
for the following reasons
Permit No. Date Issued
J
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CER FY,that the On-site Sewage Disposal sys m Constructed ) Repaired( ) Upgraded( )
Abandoned(
,
- at - - J ias been constructed in accordance 1 -
with the rov' ions of Title 5 and the for Disposal S stem Construction Permit No �' ted 1
P P Y
Installer Designer
#bedrooms f n Approved design flo E and
The issuance of this te shall not be construed as a guarantee that the system will fun tion as signe .
Date Inspector ;
w
------------------- -----------�----- -------------------------------------------------------------------------- I
-
r
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6pstem Construction Vermit
Permission is hereby gr ed to str(u/ct�J 'r( )_. G Upg � Abandon( - )
System located at V(// LAP
and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
l
Title 5 and the following local provisions or special conditions.
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Provided:Co s ctio must be om leted within three years of the date of this permit.
Date Approved by 4 , R5
Town of Barnstable
Regulatory Services
Richard V. Scali,Interim Director
MUMSTnst.e.
9� 16.39. Public Health Division
Thomas McKean,Director
200 Main Street,.Hyannis,MA 02601 Z
Office: 508-862-4644
Fax: 508-79( '04
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Installer& Designer Certification Form
Date:I CC,o2�2 c10(4 Sewage Permit#a 0 Assessor's Map\Parcel /602 � w
Designer: 340 6E tf I 1 E Y6_1? ME�o rTrys '411Installer:
Address: '•D, -Bo-Y � Address:� .
Ons� CCjC1 ,S� was issued a permit to install a
(date) (installer)
septic system at WT W t A"ltc, r
AUe— 0 S 1,e�J� based on a design drawn by
(address) 60,
�J CK .�� m.dated_ t8
(designer)�����•�f �I�� .. ._. i
I certify that the septic systelhi 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, e with the terms
of the I\A approval letters (if applicable) cr
DAF PEN
( ,staller's Signature) ° ~x';
140
�0.1 T E�
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Designer's Signature) (Affix Designe ere)
- ,�! lam.• ,�15.I/Y1G
PLEASE RETURN TO BARNS ABLE 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:\Septic\Designer Certification Form Rev 8-14-13.doe
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Town of BA-"I1stable. P# ��99
i �y�•°� Department of Regulatory Services
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' Public Health Division B
lots. ate „
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200 Main Street,Hk4nnis MA 02601
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Date Scheduled Fee Pd.i Time _- e►7
Soil Suitability Assessm'ent for Sews e Disposal
Performed By: r\ 1' �"^� / �� \ ! Witnessed By:'—
LOCATION & GENERAL INFORMA ION
Location Address 4 vl WIPONQ lqvei. Owner's Name "T7� (_ t L'
Address. ��,�!/l� �;•
Assessor's Map/P4rcel: I' Engineer's Name �Y
l �(J 7
NEW CONMRU¢1710N REPAIR Telephone# S U g 66 t
Land Use 4 �"' t r� Slopes(3'0) / Surrace'Stones
Distances from: Open Water Bod_ �v ft Possible Wet!Area ft Drinking Water Well
Drainage Way r ft 'Property Line 'J ft Other ft a
j. ,
SKETCH:(Street name,dimensions of lot,exact locations of test holes&pert tests,locate wetlands in proximity to holes)
�.�,�� V ►'•.t ..Depth to Bedtoek .� .s h • •
Parent material(geologic) I ,
Depth to Groundwater. Standing Water in Hole. I Weeping from Pit Face
Estimated Seasonal�Y-1•,igh Groundwater
D «�) TION FOIL SEASONAL AIOH WATER TABLE
Method Used: ! I Depth to salt mottles: ln.
Depth C1b�served s ding in obs.hole. ` in.
Depth toiweeping from side of obs.hole: + in. t3loundwnter AdJustment n
+ _ A lactor,� �,r Adj.droundwater Level
,,.e
Index Well# Reading Date Index Well levOl -- �;
PERCOLATION TEST Date .xl��
Observation 1 v I' Time at 9"
Hole#
-Time at6
Depth of Perc
Start Pre-soak Time.@
- i•v i
\\
End Pre-soak
Rate MinAnch
Site Suitability Assessment Site Passed Site Failed: Additional Testing Needed(Y/N) `
e Completed on Back—
Original:.Public k:e$ith Division Observation Hole Data TO B p
***If percolation test is to be conducted within 100' of wetland,.you must first notify the
Barnstable C4..4servation Division at least one(1) wedk prior to beginning.
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon . Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.35 Gravel
lot
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
it
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil 1, Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel
DEEP OBSERVATION HOLE LOG Hole#.
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
C nsisten ra I
Flood Insurance Rate Map:
Above 500 year flood boundary No— Yes
Within 500 year boundary No v Yes
Within 100 year flood boundary No Yes
Depth 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?
Certification
I certify that on �� (date)I have passed the soil evaluator examination approved by the
Department vironmental Protection and that the above analysis was performed by me consistent with
the required tr ' lin ertise a d xperience described in 3:10 CMR 15.017. /
Signature CA,
[Atli
Date d�
Q:\SEPTIC\PERCFORM.DOC
�t TOWN OF BARNSTABLE
L• CATION L-.)%rt ,LkZb Akrf , SEWAGE # -
VILLAGE Q S7 K e-yo'A er ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO. AfPe t-4Mp &<-,psmL
I'll SEPTIC TANK CAPACITY 2 1 Q 1Ly 0-M OAdl u. C-e�S rDa
.LEACHING FACILITY:(type) P(Ze Gam-;,' Piz (size) (,r6 ,,J�a
NO. OF BEDROOMS PRIVATE WELL OR P B iZ- WAT v�
BUILDER OR OWNER M i C--c-- Q )A-LC-x L.
DATE PERMIT ISSUED:_
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No ��`
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No.... 007
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
.. .....Q. ...�.N.........OF........ .`2. :VW `` ..................................
Appltration for Bilippottl Works Tonstrurtiun jhrutit
Application is hereby made for a Permit to Construct ( ) or Repair ( V) � Individual Sewage Disposal
System at:
............. L2_ . jwuf.. . ............... .................... ..........................................
.ocafon•Address or Lot No.
.._....... _y —�.---- � —G`- ....................... .....••............►Z. .... ....._...__..
Owner Address
a •-•-..... -------`- �` ........................ ......••• .!!ASS......................-................................
Installer Address
Type of Building Size Lot........:...... q. feet
U Dwelling—No. of Bedrooms......q.....................................Expansion Attic -( ) Garbage Grinder ( )
Other—Type e of-Buildin No. of ersons............................ Showers —
W YP g •---•-•...:.........•--•-•-• P ( ) Cafeteria ( )
G4 Other fixtures .........---•-•-•-----------•-----•--........
WW Design Flow.....::!L'5..........................gallons per person per day. Total daily flow....... ..........................gallons.
Gd Septic Tank—Liquid capacity............gallons Length................ Width................. Diameter................ Depth................
Disposal Trench—No............... Width.......:..__._______ Total Length.................... Total leaching area....................sq. ft.
3 Seepage Pit No......./........... Diameter.......,.--...... Depth below inlet......6Z._........ Total leaching area..................sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
•-' Percolation Test Results Performed by----------------------------------....................................... Date.........................................
Test Pit No. 1................minutes per inch Depth of Test Pit.................... Depth to ground water........................
f=, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to groundwater
C� -----••-------------•-•---.................-•-•-----......_...........••--.......••-• ----••......-••-•--•-•••. •-•--........... .
0 Description of Soil----•-....--•..............................•-••••--•-•-------•--•---••---•--•-----.....----•-----•-------•-•--•-•---...--•-•-........----........-----..................
W ------------------------------------------------------•----•--------- -----------------•----------------- ------------------
x ---------•-••--------------•--------------.........------------......-----=-'---------•............-------------------------------------------•---••--------•-----.....------------•------•---•-•••---•
U Nature of Repairs or Alterations—Answer when applicable......A1R-t3.......... ......U. �o._.. ....Q.j�:{+�.........
-----. a_.�`�.r G ASS. nd ......-----w--. ......S TzrvL S`' yg c'`` ......P?�.�.x................................
Agreement
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of'ITl L 5 of the State Sanitary Code— The undersigned further agrees not to place the system in '
operation until a Certificate of Compliance has been issued by t eal
Signe .... --- •.. • ----.-- - .- .`) �
-----
Date
Application Approved By.................��....�---� ------------------------ ...........iQ0---
Date
Application Disapproved for the following reasons:..............................................................................................................
..........................••------••••..........................-----•----••--------•••-••••------••--•-----------...--•••---•••••----•-----•---------------------------••------...-------•-------------
Date
PermitNo..........3- Y�-.��...................._ Issued.......................................................
Date
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TOWN OF BARNSTABLE42
Jim
a rvm a-. 'moo• mm �'o �� ..
OFFICE OF
ti io' L2'
BOARD OF HEALTH 4f
367 MAIN STREET
n
a yCDHYANNIS, .(MASS o26ot
l N .q N 1/r O lr�n
Mr. Michael J. Palcic �\
177 Wianno Avenue :� 1
Osterville, MA 02655
NOTICE TO ABATE VIOLATIONS QF_ (► CMR, 15 . 00 THE.
ENVIRONMENTAL CODE, MINIMUM REQUIREMENTS F_Q$, T SUBSURFACE
DISPOSAL Q1 SANITARY SEWAGE. 5
The -property owned by you located at 477 Wianno ' Avenue,
Osterville, MA was inspected on October 28, 19W by Donna
Miorandi , Health Inspector for the Town of Barnstable,
because of a complaint. The following violations of 310 CMR
15 . 00 , the State Environmental Code, Minimum �ea•uirements for
the Subsurface Disposal of Sanitary Sewage, were noted at the
time of inspection:
REGULATION 15 . 02 (207) : Overflowing septic system, this-
violation is a serious public health hazard.
_ REGULATION 410 . 300 : Sanitary drainage system not maintained
In good operating condition - septic overflowing.
REGULATION 410 , 750 (F) : Failure to maintain a sewage
disposal system in an operable condition. This violation is
deeried to be a condition that endangers or impairs the health
and safety of occupants . a
You are directed to have the on-site sewage disposal system.
pumped within twenty-four (24) hours of receipt of this
notice and to keep it pumped as many times as necessary to
keep from overflowing until the system is upgraded..
You are further directed to ,liire a. licensed sewage disposal
works ,-installer within seven (7) days of- receipt of this
order. Permits must be obtained from the Health, Department
and.- septic upgraded within thirty (30) days . ..
You may request a hearing before the Board of-Health if
written petition requesting same is received within seven (7)
days after-the date'the order is served.
Non- ompliance could result . in a fine of $500. Each separate
day's failure to comply with an order shall constitute a
separate violation.
PER ORDER OF THE BARNSTABLE BOARD OF HEALTH
IIt 1 - l e y
irector of PulSeic Health
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LEGEND `
QAS i BM:CATCH BASIN OSTERVILLE
PROPOSED CONTOUR I \\ ELEV=20.72' EAST
® PROPOSED SPOT GRADE if CB UPOLE BAY
—— 98 —— EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE �.�,i'
W-= EXISTING WATER SERVICE vent j', �. O
® TEST PIT r O - ,'' / 1 PROP. 15 0G
H2O SEPTANFC LOCUS
SCALE: 1"=20' r � S
j GAS ' 'TP— I `SSA• / �\t1 FOA
c �' h , �.�� i GAS/Q '\ 0
Q CRYSTAL ; ���
00 LAKE Q G
P
W S
X
�� � '� �2 o i '--- + + EXIST. WATER LINE v
LOT 11 j (to be sleeved) J/—��� - ,
-' LOCUS MAP
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/�. GA
s ?o , LOCUS INFORMATION
r ' r �� 0 / ` PLAN REF: LCP 1818E & 1818H
f GAS f _ _ \\" /'/SAP. __ i.' \�� TITLE REF: CTF� 161573
/ , _ - _ / Op `•\—' PARCEL ID: MAP 162 PAR. 7
ZONING: "RF-1"
FLOOD ZONE: "X"
COMMUNITY PANEL:- 25001CO776J DATED:07/16/14
i •�� ' ,'�'� ' _ CRAWL SEPTIC S YS TE M
EXIST.EACH PIT
-__ ,\ _ 3 . REPAIR PLAN
t{to remain} �� �� - - FULL -' - -
/' LP� �� - _ > _ \\` LOCATED AT:
_ 47.7 _
c s QQ° TOF=25.00 __ 477 WIANNO AVE
_= OSTERVILLE', MA..
EXIST. 1 000G
EPTIC TANK = _ - PREPARED FOR
(to remain)/
SUSAN W. DICAMILLO
CB NOVEMBER 18, 2016 REV: DECEMBER 14, 2016
- p�. ��� OF 9ss
GAS
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F 0 N�A �
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LOT
AREA=20,418± S.F. .�
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MEYER & SONS, INC. i
�SQ�j LOT 9 P.O. BOX 981
GRAPHIC SCALE EAST SANDWICH, MA. 02537
20 ° '° 20 `° $° PH: (508)360-3311
I FAX: (774)413-9468
meyerandsonsinc,@gmail.com
( IN FEET )
1 inch = 20 ft.
SHEET 1 OF 2 J 1883
NOTE: MAGNETIC TAPE TO BE PLACED OVER'ALL COVERS NOTE TO PREVENT BREAKOUT, THE PROPOSED' FINISH GENERAL NOTES: _ r
GRADE SHALL NOT BE < EL:19.0 FOR A DISTANCE
TOF SEPTIC TANK t 15' AROUND THE PERIMETER OF THE S.A.S.
PROPOSED D-B� 1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
El-.=25.0f INSTALL METAL RINGS & COVERS OVER PROPOSED S.A.S. , . BOARD OF HEALTH AND THE DESIGN ENGINEER.
INLET & OUTLET AND SET TO FINISH GRADE INSTALL RISER & COVER r
SET TO 6" OF GRADE INSTALL METAL RINGS„& COVERS OVER 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
F.G. EL.=24.Ot F.G. EL.=21.Ot F.G. EL: 21.70t RISERS,AND BRING TO FINISH GRADE VENT OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE
LOCAL RULES AND REGULATIONS. EXCEPT AS REQUESTED BELOW:
J - 310 CMR 15.405 (1) (8):
F.G. EL: 21.5-22.5(MAX.) 1) A 0.5 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING
9" MIN COVER/ TO BE 3.50 FT (MAX) BELOW GRADE VS REQ'D 3 FT. (H20/VENT PROVIDED)
1) A 6.7 FT. VARIANCE FROM 310CMR15.211 TO ALLOW LEACHING
® S=1% (77 MIN. 36" MAX COVER L = 2 L - 30'(MAX) TO BE 13.3 FT (MAX) FROM DWELLING VS REO'D 20 FT.
EL.=20.75t 4 S=1% MIN.) O S=1% (MIN.)
4"SCH40 PVC- 4"SCH40 PVC 4,-SCH40 PVC 2" OF 3/8" DOUBLE WASHED _ 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFlLLEO PRIOR
STONE OR FILTER FABRIC 3/4" 1-1/2" TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
DOUBLE WASHED STONE . DESIGN ENGINEER.
10' 14 6 s 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
�• INV.=19.70 48'UOUID FROM-THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
��� INV.=19.45 Rj4Q:.3La7 ®®. p ®®®® ENGINEER BEFORE CONSTRUCTION CONTINUES.
®®®®I33PROPOSED 5. ALL ELEVATIONS BASED ON ASSUMEp DATUM.
GAS BAFFLE ®®t3®®®®®D-BOX INV.=18.40 3®®®®®®®®® 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
INV.=18.60 DB-� THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
A& dim H4'
, HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
PPROPOSED1.500 GALLON H2O SEPTIC TANK S X 8.S 4, 7. DWELLING IS SERVICED BY MUNICIPAL WATER. LINE TO BE SLEEVED.
EXIST. SEWER OUTLETS (MAIN HousEl EFFECTIVE LENGTH = 50.5' S.O Ai4CO omo AGREED RBED UPONBETWEEN OWNER STRUCTION SHALL BCONTRARAcCTOR.
INV.=22.0 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
INV.=22.0. INV. ELEV.= 1 8.00 LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK.
BREAKOUT 10• EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5.
EL. 19.0 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
TOP CONC. ELEV.= 19.0 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
INV. ELEV.= 18.00 B6 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
NOTES: 6EE 13. NO KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING
666666E
EE®6®E6 14. ALL PIPING TO BE 4" SCH 40 ® 1/8"/Fr (UNLESS'SPEC. )
1) CONTRACTOR SHALL VERIFY ALL EXISTING BOTTOM EL.= 16.00 66a6a66
71
15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
PIPE--INVERTS-PRIOR.TO CONSTRUCTION ,. _ _4 7EFFE�CTIVE
5 FT. 41 FOR THE-USE OF-A GARBAGE-GRINDER:
2) D-BOX SHALL BE SET LEVEL AND TRUE TO WIDTH = 13' 16. NO WETTANDS WITHIN 100 FT. OF PROPOSED LEACHING
GRADE ON A MECHANICALLY COMPACTED SIX SEPARATION 6.60 FT, 17. EXIST. SYSTEM FOR 1 BEDROOM COTTAGE TO REMAIN
SOIL ABSORPTION SYSTEM (SECTION)
INCH. CRUSHED STONE BASE, AS SPECIFIED IN BOTTOM OF TESTHOLE EL: 9.40 ; 500 GALLON (H20) LEACH CHAMBER) SOIL LOGS P#:15199
310 CMR 15.221(2)
3) REPLACE EXISTING 1,500 GALLON SEPTIC TANK
WITH 1500 GALLON SEPTIC TANK IF FAILED DATE: NOVEMBER 4, 2016
DAMAGED, NOT H2O LOADING, OR UNDERSIZED.
4) INSTALL INLET & OUTLET TEES W/ SOIL EVALUATOR: DARREN M. MEYER, IRS, CSE
GAS BAFFLE AS REQUIRED WITNESS: DAVE STANTON, BARNSTABLE HEALTH
Elev., TP 1 Depth Elev. TP-2 Depth
SEPTIC SYSTEM PROFILE 21.40 0"
LOAMY SAND 21,60 A LOAMY 5 o"
N.T.S. 20.58 1 OYR 3/2 10" 20.78 1 OYR /20 10"
B LOAMY SAND B
j DESIGN CRITERIA . 18.22 C1 1OYR 6/8 38" 18.42 LOAMY
�D 36"
c1
EDINUMBER OF BEDROOMS: EXISTING 6 BEDROOM MAIN HOUSE (1 BEDROOM COTTAGE SYSTEM. TO REMAIN) Maio Map
SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF). DESIGN PERCOLATION RATE: <2 MIN/IN PERC TEST 2.5Y 6/4 2.5Y 6/4
O 17.2
DAILY FLOW: 110 G.P.D. X 6 BR DESIGN FLOW: 660 G.P.D. j
t � GARBAGE GRINDER: NO (not designed for garbage grinder)
SEPTIC TANK:
HOUSE: 660 gpd x 2009E = 1,320 gpd USE PROP. _1,50OG SEPTIC TANK I ��N OF 4ss 9.40 144" 9.60 144"
PERC RATE <2 MIN/IN. (-Cl- HORIZON)
G
LEACHING AREA REQUIRED: (660)/0.74 = 891.89 S.F. D R E M No GROUNDWATER OBSERVEDM
PROPOSED SEPTIC SYSTEM UPGRADE PLAN y
USE FIVE (5) 500 GALLON (H20) PRECAST LEACH CHAMBERS 114�-1 t
W/ 4' ON ENDS AND SIDES: 50.5' L x 13' W}x 2' Dc, ° 477 WIANNO AVENUE, OSTERVILLE, . MA
N I TAR�a�
BOTTOM AREA: 50.5 x 13 = 656.5 SF _ {{� Prepared for: Dicamillo
SIDE AREA: (50.5 + 13) X 2 X 2 = 254 SF System Design and Topography Plan by: SCALE DRAWN DATE
MEYER&SONS,INC. N.T.S. DMM 1 1/18/16
TOTAL SQUARE FEET PROVIDED = 910.5 vs. 891.89 REQ'D • 1. Darren M. Meyer. R.S.. CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017
to conduct soil evaluations and that the..above onolysis has been E4 Box SHEET NO.
( ) q that I'.have performed by me consistent with the EAST SANDWICH.�yq pp�7 REV DATE CHECKED '
DESIGN FLOW PROV.: 0.74 910.50 -S.F. = 673 G.P.D. vs. 660 G.P.D. re 'd requirements of 310 CMR 15.017. 1 further certify I' passed the Soil EvaL Exam in October. 1999. 12/14/16 DMM 2 Of 2
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