HomeMy WebLinkAbout0018 SOUTH BAY ROAD - Health 18 SOUTH BAY RAO i
l
TOWN OF BARNSTABLE
LO&n-- ON Ike���gf I 7� , k.% SEWAGE #
VILLAGE r°a.s, cee if ASSESSOR'S MAP& LOT072
INSTALLER'S NAME&PHONE NO. 4 b a a 16 v k a r-a
SEPTIC TANK CAPACITY
LEACHING FACIL=: (type) in ri l T►'*4,- (size) /a Pe-
NO.OF BEDROOMS tv
BUILDER OR OWNE
PERMITDATE: J COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility G 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. ✓ -!' w.ae..
to
No. / ` r Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
( � PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Yes 6C
0(pprication for Mie;pogar *pe;tem Cougtruction Permit
Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) El Complete System ❑Individual Components
Location Address or Lot No./ (� Owner's NamCee,,,�Adddddress and Tel.No.
Assessor's Map/ParcelJ 0s �� / '124 I
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms 7 Lot Size 26, f/i!� sq.ft. Garbage Grinder(A)f
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow (�6 0 gallons per day. Calculated daily flow 77• Z gallons.
Plan Date /d Number of sheets 2— Revision Date
Title d YL r v.-7` ,r.S�
Size of Septic Tank 40 Z C-O-tf,0 Type of S.A.S. Ix l/'c-Xl•OD
Description of Soil
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 Certifi-
cate of Compliance has been issued oard of Health'
Signed Date //
Application Approved by AZ� - X Date
Application Disapproved for the following reasons
Permit No. 9 — 7 0 Date Issued 2 6
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CE FY that t e On- ' Se ge is osal System Constructed( Repaired ( )Upgraded( )
Abandoned( )by
at / c-si . eS' — has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. 70 dated Z r 4� C
Installer I Designer
The issuance of this pe a construed as a guarantee that the sy 11 un io s nedJ
Date Inspector 19
1' �. � e.' ✓d �.. Fee
:t
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: CC
Yes
r Z PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZIppYication for ;Di!5pozal *pztem Construction Permit
Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) ❑Complete System '�7Ilndividual Components
Location Address or Lot No./f (�vvs_ Jed, Owner's Name,Address and Tel.No. &,LL7—9Z 7— d y�W
Assessor's Ma /Parcel J /"`'r �sy�P.�"/� I ' �' �er
p �93-6wo-0OZ /LGGcywr0ifkeo/J� ��f�
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel:'No._.
S FD
'Type of Building:
Dwelling No.of Bedrooms / Lot Size?�. �/!y sq.ft. Garbage Grinder Af
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow w G gallons per day. Calculated daily flow6 72, Z gallons-.
Plan.Date /d�� 9 Number of sheets Revision Date
Title ,4410 K IA:l /",rW1.,rl Zrr� '7` .fs� r
Size of Septic Tank /S� Z Go- Type of S.A.S.
Description of Soil
f
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 bf Title 5 of the Environmental Code and not to place the system in operation until a Certifi-
cate of Compliance has been issue oard of He /
Signed Date .3 / l
Application Approved by - Date - /�-
Application Disapproved for the following reasons
Permit No. 914- -7 0 Date Issued
THE COMMONWEALTH OF MASSACHUSETTS �
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CEPUn,that t e On-s' e S wage Disposal System Constructed( Repaired( )Upgraded( )
Abandoned( )by
at zit,u-fir % d "' / has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. - —dated Z - Ag -/9 9
Installer Designer
The issuance of this pe t A•not�he construed as a guarantee that the syge >will function,as designed:/
Date / Inspector /t 1 / /�.( 7 ✓ r a�' '���j'
——=————————————————————————————————————
No. 70 Fee//O. �.
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS
'wigpo!5ar 6 .5ten� Construction Permit
Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( )
System located at �� (w *t7 Kl`7 A:De
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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: Approved by
'F
jz
DOC T 55.517 02-I i9-99 ,li_I:33
'1 310 CMR 10.99
BARNSTABLE LARD CURT REGISTRY
c;Y
Form 5 DEDE File No. SE3-3428
+� CFtN TQ (To be prowaed by DEOEi
P � Barnstable
• .: Commonwealth
city Town
of Massachusetts : >•arar Applicant Kessler
_ �pA t639.
a wit
zt.
Z:.
Order of Conditions
'Massachusetts Wetlands Protection Act
G.L. c. 131, §40
TOWN OF BARNSTABLE ORDINANCES, ARTICLE X M I
From Barnstable Conservation
To
P. Michele & Howard Kessler same
(Name of Applicant) (Name of property owner)
Address 1 Commonwealth Ave. , Boston, MA Address same
02116
Map Number 93 Parcel Number 40-2
This Order is issued and delivered as follows:
❑ by hand delivery to applicant or representative on ti (date)
® by certified mail. return receipt requested on
��� /�l�z5 (date)
This project is located at 18 South Bay Rd. , Osterville
The property is recorded at the Registry of Deeds in Barnstable
Book Page
Certificate(if registered) #149935
The Notice of Intent for this project was filed on 10/9/98 (date)
The public hearing was closed on 1/19/99 (date)
1 .
Findings
The Barnstable Conserva*i nn rnMMigsinn has reviewed the above-referenced Notice of
Intent and plans and has held a public hearing on the project.Based on the information available to the
Commission at this time.the Commission has determined that
the area on which the proposed work is to be done is significant to the following interests in accordance with
the Presumptions of Significance set forth in the regulations for each Area Subject to Protection Under the
Act(check as appropriate):
❑ Public water supply Q" Flood control ❑ Land containing shellfish
❑ Private water supply L Storm damage prevention ❑ Fisheries
❑ Ground water supply 0-'Prevention of pollution D1""Protection of wildlife habitat
Total Fling Fee Submitted $250.00 State Share $112.50
Citylfown Share $137.50 (1h fee in excess of S25)
Total Refund Due S City/Town Portion S State Portion S
-� ARTICLE 27 Only: ('h total) ('h total)
Public Trust Rights ❑ Agriculture ❑ Erosion Control
❑ Recreational
tare ❑
❑ Agaacnl Aesthetic
b
SE3-3428- Kessler
Approved Plan=Dec.29, 1998 Revised Site Plan by Jeffrey Ryther,RPE
Special Conditions of Approval:
1. General Conditions 1-12 on the preceeding page are binding,and demand both your
attention and compliance.
2. Within one month of receipt of this Order of Conditions and prior to the commencement
of any work approved herein, General Condition number 8 (preceding page) shall be
complied with.
3. The applicant shall pay for their legal advertisement as invoiced.
4. This permit is valid for 3 years from the date of issuance, unless extended at the request
of the applicant.
5. The applicant shall provide project contractors with copies of the Order of Conditions
and approved plans prior to the start of their work.
6. Construction shall conform to the requirements of the State Building Code, the Town of
Barnstable Zoning By-law Flood Area Provisions for construction within the coastal
floodplain. Work shall ensue only after consulting with the Building Commissioner.
7. All areas disturbed during construction shall be revegetated immediately following
completion of work at the site. No areas shall be left unvegetated or unmulched for
more than 30 days.
8. It is the responsibility of the applicant, owner and/or successor(s) to ensure that all
conditions of this Order are complied with. The project engineer and contractors are to
be provided with a copy of this Order and referenced documents before the
commencement of construction. The foregoing condition shall not be construed to
exempt project contractors from responsibility for any work performed in deviation with
provisions of the Order of Conditions or with the detail of the plans of record.
9. The Conservation Commission, its employees, and its agents shall have a right of entry
to inspect for compliance with the provisions of this Order of Conditions.
10. At the completion of work, or by the expiration of the present permit, the applicant shall
request in writing a Certificate of Compliance for the work herein permitted. Where a
project has been -completed in accordance with plans stamped by a registered
professional engineer, architect, landscape architect or land surveyor, a written statement
by such a professional person certifying substantial compliance with the plans and
setting forth what deviation, if any, exists with the record plans approved in the Order
shall accompany the request for a Certificate of Compliance.
se3-3428
- VI
I88ued By Hgrast8ble
came mation CGm�
91
V
b ' )
'1 L
'This Order must be sued by a majority of Canservatioa Cammissiom
On this day'of
19 . beiore the
, to melmown to be.the
personally appeared
person described in and who exmted the foregoing instrument that helshe=='ed the same
as hisiher free act and deed.
Notary Public My c
eyed by this Order.nay owner of land Abutting
the land upon which the Proposed
Thework
is to be �.to person Of or town in which such land is located are hereby notified of their right
work is co be dose or any tea rnidmu of the city to ions a Superseding Order.pravtdiag the request is
to request the Department of Eaviroameatai Quality Eagmg
made by certified mail or hand delivery to the Department within tm da73 from the date of issuance of this Order. copy
of the regent shall at the Same time be neat by certified mail or hand delivery to the Coaswvaaoa boa and the applicant
PAPINSTABLE REGISTRY OF DEEDS
BARNSTABLE COUNTY
REGISTRY OF DEEDS
A TRUE COPY,ATTEST
JOHN RWOO, Et l9 I:
following conditions are necessary, in ,accordance with the Performance
standards set forth in the regulations, to protect these interests
checked above. The commission orders that all work shall be performed in
accordance with said conditions and with the Notice of Intent referenced
above. To the extent that the following conditions modify or differ from
the plans, specifications or other proposals submitted with the Notice
of intent, the conditions shall control.
General conditions:
1. Failure to comply with all conditions stated herein, and with all
related statutes and other regulatory measures, shall be deemed
cause to revoke or modify this order.
2. This order does not .grant any property rights or any exclusive
privileges; it does not authorize any injury to private property
or invasion of private rights.
3. This order does not relieve the permittse or any other person of
the necessity of complying with all other applicable federal,
state or local statutes, ordinances, by-laws or regulations.
4. The work authorized hereunder shall be completed within three
years from the date of this order unless either of the following
apply:
a) The work is a maintenance dredging project as provided for
in the Act; or
b) The time for completion has been extended to a specified
date more than three years, but less than five years, from
the date of issuance and both that date and the special
circumstances warranting the extended time period are set
forth in this order.
S. This order may be extended by the issuing authority for one or
more periods of up to three years each upon application to the
issuing authority at least 30 days prior to the expiration date of
the order.
6. Any fill used in connection. with this project shall be clean fill,
containing no trash, refuse, rubbish or debris, including but not
limited to lumber, bricks, plaster, wire, lath, paper, cardboard,
pipe, tires, --ashes, refrigerators, motor vehicles or parts of any
of the foregoing.
7. No work shall be undertaken until all administrative appeal
periods from this order have elapsed or, if such an appeal has
been filed, until all proceedings before the Department have been
completed.
8. No work shall be undertaken until the Final order has been
recorded in the Registry of Deeds or the Land court for the
f
district in which the land is loomed,-within the chain of title
of the affected property. Xn the case of recorded land, the Final
order shall also be noted in the Registry's Grantor index under
the name of the owner of the land upon which the proposed work is
to be done. The recording information shall be submitted to the ;
commission on the form at the end of this Order prior to
commencement of the work.
9. A sign shall be displayed at the site not less than two square
feet or more than three square feet in size bearing the words,
"Massachusetts Department of Environmental Protection, File Number
SE3-3428 .»
10. Where the Department of Environmental Protection is requested to
make a determination and to issue a superseding order, the
Conservation commission- shall be a party to all agency•proceedings
and hearings before the Department.
11. upon completion of the work described herein, the applicant shall
forthwith request in writing that a certificate of compliance be
issued stating that the work has been satisfactorily completed.
12. The work shall conform to the following plans and special
conditions. '
4
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TOWN OF B STABLE
LOCATION. le SEWAGE # 9Y'7D
VII.LAGE . 'n s ����.(I ASSESSORS MAP & LOT ��-:,-���..-.,::::::l:,�,.--',"-!��..6i..-.:"�,,v,!I.-...,�,,�..--�..�t-.-
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INSTALLER'S NAME&�PHONE NO. PA �+R v ` ` v tr rt G t
:;
�f,,.--
SEPTIC,TANK CAPACITY / 4il d
LEACHING FACII.ITY: (type) t r�l�r� a r (size)' /Q Pe, ,,161,�j-1j-4-�,-!i�..-;r1
n i.
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s' i ^ NO.OF BEDROOMS Ll .-,'--..'i�.-�.l-i..;--,6-.--,-�,i,-`,.
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r
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BUII.DER OR OWNE
-:4 - k
. Y
PERMPTDATE: COMPLIANCE DATE: . "
`s
r.`
Se at'ation Distance Between the
P t
MAX.iihuin Adjusted Groundwater Table:to the,*ttotn:of Leaching Facility _._
Fee
' + Pnvate V�ater Su 1 Well and Leachin Facili an ,wells exist r
, r PiY
g ty ( Y
t„ { ' �. on site or:.wtthin 200 feet of leaching faciLty) Feet
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1 wl a ul 1�ifcu5taulc
and Environmental Services
Department of Health,Safety, Date
Public Health Division
d �lyi 367 Main Street,ilyannis MA 02601 ,
} } Fee Pd.__._(1a_o9P_--
Time JS?_66=.
Ma1° 'Date Scheduled
• Assessment for Sewage D,ISp .
Soil Suctab lity
e q�
.J5. Witnessed By:
Performed By:iL Y�N ,
LOCATION & GENERAL I OwnsNFOsRMATION« '
�,
Location Address Address It, h. �/ LO t I t-
�
nee _
Engir's Name !ASS��`"/O s
Assessor's Map/Parcel. ! ��8• S
Telephone N
NEW CONSTRUCTION X— REPAIR Slopes
� ( Slopes(%) a 2 Surface Stones
Land Use Drinking Water Well —_a
d O R Possible Wet Area
Distances from: Open Water Body i, • .r a "
' Property Line —R Other
Drslnsge Way ' 1
of lot,exact locations of test holes dt Pere 1 sit,locate wetlands in proximity to holes)
SKETCH:(Street name,dimensions -
;1 y 1
j
I
Lxt 16
Lot t5 o r
4�
Depth to Bedrock
ws � �
Parent material(geologic) 11 Weeping ftom Pit Fate o
Depth to Groundwater: Standing Water in Hole:
Estimated Seasonal High Groundwater
. ........
DETERMINATION VOR SEASONAL HIGH VYATER TAgE
$ S4 la.
� wt,o•f',K1� in. Depth to soil monla: a
4--
Method Used:�Cs�"�
Depth Observed standing In obs.hole: In. Groundwater Adjustment),6mundwater Level
Depth to weeping from side of obs.hole:
ndex Well level Ad}•factor j
index Well#__...._
Rrading Date:, D
PERCOLATION TEST : :::::,
Observation j Z Time It V
Hole q — ...
4$tl p rr' Time at C.
Depth of Pere Time(9••,6«)
1c):oo / Lab '
Start Pre-soak Time Q Q
' End Pre-soak
Rate min./inch -------- Site Failed: Additional Testing Needed(YIN) /J
Site Suitability Assessment: Site Passed
X
i final: Public Health Division Observation Hole Data To Be Completed on Back —�
Or g
Copy: Applicant
ONO ATION ItOLr LdO sell other
I)I�,LI soil Color Motti{ng (Structure.Stones,notridercs.
soil Texture (Munsell)
Depth from Soil I lorizun (USDA) `
Sur race(in.)
O_�Ov o �� nCo
lot YZ
'ItlN IIOLIJ LtlG'` Selig#ol�#. n
DEEP OUSE Soil Sell Color structure.Stones,Douldercs.
Solt Texture (Mu sell)
mottling (
I)eplh from Soli Ilorizon (USDA) �/
Surfece(in.) . 16 l�L
ao
o _ O sr c�ea� sr.
t 3 G � Z.s �4
Uhr,,t' oils Soil
IIOL other
E LO son Douldercs.
Solt Color Mo11ling (structure.stona,
I '
I)cplh from Soil Ilorizon (USDA)Soil Texture (Munsell)
Surfece(in.) ,
v f 013SLltATI NLoa Soil Other
Ut''CI Soil Color Moulins (Slmclure,Stones,Doulderes.
Soil II tizon Sewrextute (Munsell)
Dcplh from (USDA)
Surfnce(In.)
r
• .-rrp ice
X Yes —
Above 500 year flood boundary No_._
within 500 year boundary No— Yes X
Within ioo year flood boundary No,
Yes�.
U rrin
of naturallyoccurring pervious material exist in all areas observed throughout the
four
Does at least ose the
absorption system?
area p pd for �
occurring rial?
If not,what is the depth of naturally pervious mate
ertilis�llQn ved b the
1 certify that ongig Lqj (date)I have passed the soil evaluator ex mfortned byhe consistent with
Department of Environmental Protection cncethat
describedin 310ve aCMR 15lYsis 3017.
__....�,t r.nimne-exrf'rtisc and expert
LEGEND: : .
- - . • , , , I BSA
n f Charles & Sall Curran ^� X 8.86
/ Y 0 - N EXCAVATE & REMOVE UNSUITABLE EXISTING SPOT GRADE D E S I G N
z • 0 SOIL 5' AROUND 7HE SAS DOWN �.
z
- BENCHMARK. TOP LOT 1.5 �j Z TO ,32" dr REPLACE w/SANDY SOIL x10.2 PROPOSED SPOT GRADE
OF CONC. BOUND L.C.C. 9556-H v I c� PER 3f0 CUR 15.255 ATLE V. 9 PROPOSED CONTOUR
ELEV. 9.11 NGVD v . N CONCRETE BOUND
o+ 11 STD. /NF/L TRA TORS w/4' n OH W
u w � EXISTING OVERHEAD WIRES CIVIL ENGINEERING
iO SURVEYING
OF WASHED STONE ON SIDES. ~ W EXISTING WATER MAIN
� -� LANDSCAPE ARCHITECTURE
g CBDH 1 STONE ON ENDS AND 1.2 I ' G •
EXISTING GAS MAIN
S 68 51 47 E STONE BETWEEN CHAMBERS , 0 r
C'(1) EXISTING UTILITY^POLE
`A 160.85' BSS Design,. Incorporated
% PUMP, COLLAPSE & FILL- EXISTING.OAK, TREE
EX/S77NG CESSPOOLS (2) .k• x CBDH O I T 164 Katharine Lee Bates Rd
EXISTI NG P NE REE Falmouth Massachusetts 02540
N ` ' PERFORATED x$5�_' N o 508.540.8805 FAX 508.548.8313
Tp02 --x 80 �N NOTES:
RI(E ARE ` I-
1. HOUSE No.
UTH
Y ROAD
.
o _ ..-- ...- _' S• x _• 2. ASSESSORS No. O A MAP 93 PARCEL 40-2 z p th W
o J EXISTING /o 3. ZONING DISTRICT: RF-1 & RC o a
�. DRIVEWAY i� : _ �:. : : __:: 18�' Q
TO BE 4. REFERENCE: LC PLAN 9556C -
0 �REMOVED ___._ y :.:..... .. .:::. 5. FLOOD ZONE: ZONE-A13 (EL 11) N U
W O
-i
ED PROPOS J or 6. CONTOURS DETERMINED FROM FIELD SURVEY,. N - Q
$ _ / VE th
iO DRIVEWAY• ` 6. ` 7, DWELLING SERVED BY TOWN WATER. . � w ^(V)
cr
J W } Q
c o-fl ♦�- D-BOX. X \ ¢ Q N N
LP
32.5' 93.7•'. o O
�o 0 w J �-
_ aO oo• c m, 'A H1
/ YXSnING/ VO SEPTIC. ANK .• w N (n —�
C N 29.5' 1 /' / /JO�/R�'Z 90.1.'' Z Q <
S' / / / / / / / / /'. �' \ J Q a < Y � Z
L/ / / / / / / / / / / / / I'% / /
ECD \\ T-- / / / / LOT 16 `� 0 4 00 N }" pap
LC/FLAN 9556C :.> m n/f Joseph Sullivan- °' Z U J m
D co z i l /26,866 SF, 4 N U- W = J
CT) N PROPOSE� 0 = J
r, o o BEDROOA N 0 Of
m � U � >
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W x x $ Nrri �NOF' 9S`r9 dote
T O r, — rn da FFR'cY
X z a ED%MN OCT. 8, 1998
,,.
rn x .. J \ rn J\ RYTHE drawn
/\�^` \ \ 1 TJB / LM P
D / > LAFC. P checked
rn I w \. 1
cr C"
- A �, O u I job number
cn 1
UJ z X x `O v, X ,' i-' s o' I I 98145. t.
—I l x 1 p \ `'� o I title
CBDH\ SPL T—RAIL F NICE I o°' \ I CBI w\disk SITE PLAN
s ` 1 OF 2
CP LP
p, p -
o S 74'12'13" E 177.82' drowm9 number ;
n/f MICHELE KESSLER, N P4-34
a
-BSS
D E S I G N
STRIP-OUT REQUIRED
12.0 INVERTED U-SHAPED
FF ELEV. PIPE AND FITTINGS - - ,, •SEE SITE PLAN FOR LIMITS
10.2 10.0 9.8 FINISH GRADE 9.3 WASHED STONE. LAND SURVEYING
2% min. pitch 9.0 SEE GEN. NOTE 3. CIVIL ENGINEERING
L AM (4" MIN). - SEE SITE PLAN LANDSCAPE ARCHITECTURE
PVC 9•7 FIRST 2' OF PIPE 4" PVC PIPE TO VENT FOR STONE LIMITS
PIPE 1/4• per 1t 3 9'00 TO BE SET LEVEL 8.2 ^F CLEAN BTHROUL L IN 2•(1/8•-1/2•) PEASTONE
1/g• Per 11 INSTALL 4' DIA PVC SCH 40 PERFORATED PIPE THROUGH ALL INFILTRATORS
LIQUID 8' O O 1/8"per !t. ,in. SECURE PIPING INSIDE INFILTRATORS WITH NYLON WIRE TIES. TOP 8.2t
9.00 10- 4• BSS Design, Incorporated
8.59 8.34 . �. ••••'
4• GB .••,. :�•.�� :_• 164 Katharine Lee Bates Rd
CONCRETE 8.28 8. ~•�� . . ,• ., .�„♦
7•ZO
11 Falmouth Massachusetts 02540
FOUND. 7.78-/
\ 11 INFILTRATOR UNITS TOTAL. SEE.SITE PLAN FOR CONFIGURATION - 508.540.8805 FAX 508.548.8313
`PLACE INFILTRATORS ON Z .
7.0 3.5' CLEAN SANDY FILL SOIL ABSORPTION SYSTEM
11 STANDARD INFILTRATORS u L!j
DESIGN LOADING: AASHTO H-20 1
2 PIPES ® 34' 1 OBSERVED GROUNDWATER EL 2.2 V)
21' 10.5• 6' 20" SEE PLAN FOR LENGTH - TEST - MEASUREMENT 10-13-98
2 PIPES @ 16' NO ADJUSTMENT REQUIRED W N
SEPTIC TANK - TWO COMPARTMENT DB G D-BOX - - , -- - PER JERRY DUNNING, BARNSTABLE HEALTH DEPT., /�/A
1,500 GALLON AASHTO - H10 6 HOLE AASHTO - H10 ��
PRECAST CONCRETE SEPTIC TANK - o Q Y
SUBSURFACE SEWAGE DISPOSAL SYSTEM = o
OF Prgss N : '
Q
ED fN acy NOT TO SCALE W t_n
N O W
L OBSERVATION H OLE & o W vm
Q R] TERIA PERCOLATION TEST DATA o Q - o Q
DESIGN C PE u) Q
LLJ
NUMBER OF BEDROOMS: 4 brm PERCOLATION RATE = 2.0 min/inch, C layer a Cn W Of Z
DESIGN .FLOW: 110 gol/day/brm Y <
GENERAL NOTES9 / Y 4.40 gal/day TAKEN BY: Jeffrey E. Ryther, P.E., C.S.E. U m
E W Q
CD
WITNESSED BY Jerry Dunning Z Q .
: J_I m
1. All system components shall be installed in accordance y g Lt_ LILI
with the State Environmental Code Title V: Minim CALCULATIONS Q � o W J
co with DATE: October 13, 1998 D U_ _
� Requirements for the Subsurface Disposal of Sanitary V) 2
Sewage, and any local rules which may be applicable SEPTIC TANK: TWO COMPARTMENT 0 ao w V
2• The Health Department and Design Engineer shall be notified DESIGN FOR USE WITH GARBAGE GRINDER
SOIL LOGS o N w
m when the system is installed, and prior to bockfilling 440 gpd x 200% = 880 gpd + 440 gpd 1,320 gpd
for inspection. ' 1,500 gal TANK MIN. REQUIRED J W ' CO N
3• The stone around the infiltrator shall consist of washed a- a IL , O
stone ranging from 3/4 to 1-1/2 inches in size and be free SOIL ABSORPTION ' SYSTEM: TEST HOLE #1 TEST. HOLE #2 scale
of iron, fines, and dust in place. The stone shall be covered DESIGN FOR USE WITH GARBAGE GRINDER EL 9.2 0 EL 8.5 0 NOT TO SCALE
o - A LOAMY SANG A -LOAMY SAND
with at least a 2 inch layer of washed stone ranging from `LEACHING VOLUME REQ D: 440 gpd x 150t = 660 gpd dote
3 1 8 to 1 2 inch in size, and be free of iron, fines, and dust. EL 8.a 10" EL 7.7 10"
/ / LEACHING AREA REQ D: 660 gpd/0.74 gpd/sf=891.91 sf B MEDIUM SAND B MEDIUM SAND OCT. 8, 1998
to in place. LEACHING AREA' PROVIDED: 918.68 sf drown
4. The grade above and adjacent to the leoching facility shall slope ,
0 of least 2� to prevent accumulation of surface water. ELEVEN STD. INFILTRATORS w/ 4 OF WASHED STONE JER/LMP
ON SIDES, 1' ON ENDS, �c 1.2' STONE BETWEEN EL 6.5 32' EL 6.0 30" checked
5. Gravity sewer pipe shall be 4" dio. schedule 40 PVC or equal P
I¢ of 1/8" per foot (1%) slope minimum. EVERY THIRD CHAMBER, AS SHOWN ON SITE PLAN C MEDIUM SANG C MEDIUM SANG
Cn 6. Equalizers shall be installed on all outlet pipe ends inside job number
the distribution box to insure equal distribution throughout LEACHING AREA: TITLE V -REGS. 98145
absorption system. title
Cn the soil absor
P Ys SIDEWALL: •(1.1'+74.5')2xO.58'xO.74gpd/sgft.=73.39 gpd SSDS DETAILS
3 BOTTOM: 819.5 sf x 0.74 gpd/sqft = 606.43 .gpd 2 OF 2
a EL 0.7 102" EL 1.5 84"
Cr_ VOLUME PROVIDED: 679 82 gpd Gw & MOTTLES O EL 2.2 drawing number
P4-34