HomeMy WebLinkAbout0034 CAILLOUET LANE - Health 34~CA41"f louet Lane
Osterville
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ,,.
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS-,Yes
3pprtcatton for 33topo.5al 6pgtem Cow6tructton permtt
Application for a Permit to Construct( ) Repair( ) Upgrade�O Abandon( ) ❑ Complete System ❑(Ifndividual Components
Location Address or Lot No. 3! Cti J 1)0 U4 11 . Owner's Name,Address,and Tel.No.
(�/ v�Ile. `,�rlcf /41d�.S M
Assessor's Map/Parcel / 7/ . S J a6 5-S
Installer's Name,Address,and Tel.No. Design iAs ame,Address and Tel.No. / 7/d 7}4a
I GJ I .k rl !10-rh �S iV`Cc,1' Guy J
Type of Building:
Dwelling No.of Bedrooms Lot Size .()7 sq.ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures o r
Design Flow(min.re uired) 33 gpd Design flow provided ' gpd
Plan Date f /1 c7� Number of sheets Revision Date
Title
Size of Septic Tank I S OZ) Type of S.A.S. G'1 t 1 L
Description of Soil _ID G ,u S A r A
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. �r
Signed Date a— �6'0 Y
Application Approved by �, Date ;L x 6 —09_
Application Disapproved by: U Date
for the following reasons
Permit No. CIQZ> 7 ` Date Issued
..,�-.l'<.,•�a .F•:9►. .,..- _ .....k--- -:--�.....h n"�.*"'�'""f•�-'rd'..+Se,� � w:�i+«-.,..fare'-�3 jrr �-bn:h M-.� ti.... .r-...-.... r,. • ."5 ..
-
No. )' Fee E
THE COMMONWEALTH OF MASSACHUSETTS Entered is computer. '
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes r
ZIppYication for Oi5po5al *p5tem Con5tructiott Permit
Application for a Permit to Construct Repair U rade Abandon '~ pp ( ) p ( ) pg �) ( ) ❑Complete System �Individual Components
i Location Address or,Lot No. 3 t/ �� C�0 UC{- r Owner's Name,Address,and Tel.No. ��� 0 ' O s0
jajd1�
Y Assessor's Map/Parcel I v a_�k 11')A oab s s
Installer's Name,Address,and Tel.
No. Desig er's ame,Address
and Tel,No.
{c. o /Q Y* 0S �4S WIC re
'lope of Building: A
{ Z.Dwelling No.of Bedrooms Lot Size ' 07 `,c sq. ft. Garbage Grinder ( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 gpd Design flow provided gpd
Plan Date )1 �"7 Number of sheets ! Revision Date
Title
Size of Septic Tank I S az Type of S.A.S. Ogg c In
Description of Soil l p G M 4 S A no, v
n
Nature of Repairs or Alterations(Answer when applicable) t
yi
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 f
Compliance has been issued by this Board of Health.
Signed Date (�'O 7-
Application Approved by ` Date );L - 6 Oq
Application Disapproved by: Date
for the following reasons
Permit No. aOZO Date Issued 1 a 4 6_d 7
THE COMMONWEALTH OF MASSACHUSETTS
E
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( )
Abandoned( )by
at l I t71?G �• D 5 t/I�jQ, has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. �U�7' 6 y dated Q •)(.W
Installer Designer
#bedrooms —' 3 Approved design now
0 . gpd
The issuance of this permit hal not�be construed as a guarantee that the system MTI funIts igned.
Date � � In \ ( '__...«..7>
————————————————
No. �.00 /' "� Fee O_
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS
Mi5po!gal *pftem Construction Permit
Permission is hereby granted to Construct/I( Repair ( ) Upgrade ( ) Abandon ( )
System located at �� �� 1 1 1 OVC t
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
i
to comply with Title S and the following local provisions or special conditions.
Provided: Construction must be completed within three years of the date of thjLpajmit
Date d`-�6 07 Approved by <
i
Town of Barnstable
Regulatory Services
Q' Thomas F. Geiler,Director
$ ,*$ 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:
Designer: Installer: 12 0 e 1 l u C�. k)
. � Su,we� i• .
.Address: - F 1A Address: Ip �2-�
AN a6qq
On 7 i1 (G C a A1d vas"issued a'permit to install'-a'
-
septic system at based on a design drawn by
(address)
dated
(designer) _
I certify that the septic system referenced above was installed substan 'ally a Ordhxi to
the design, which may include minor approved changes such as lateral relocan ofathe
distribution box and/or septic tank.
N
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�, _. �,-> ��..�:.. �.�,- o,r refe:e^_ce... wh�.,A ;.,�ta11_e VA
changes (i
"�xi;
z i coi�:a�y � ho septi , vac d with
;r ° :_ ` greater than 0' lateral_relocation of the SAS or any vertical relocation y com oneut
of the sep ' e &Local Regulations. an revlon
ysteni)but in accordance with Stat o
certified uilt by designer to follow.
• yIN OF 41
4
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s9 ti
S
STEPHEN G
D. NR`a
MATSON CA
CIVIL
(Installer's Signature) No.46345 0
!`i=ti,i,4F�.'''. 0`� �G STE��
- - NAL
- (Desi er's_Signature)_. ' _ (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE-PUBLIC IMAI LTH DIVISION. CERTIFICATE
OF COMPLIANCE WII�L NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:Health/Septic/Desiper Certfiication Form
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(f TOWN OF BARNSTABLE �j
LOCATION / SEWAGE #L®®
VILLAGE 4 l� r V it It• ! ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO V 1 Uc 4i
Log• 833•W SEPTIC TANK CAPAC�W 66 1
LEACHING FACILITY: (type) '(size)
NO.OF BEDROOM§
BUILDER OR OWNER LknFd
a
PERMITDATE: '2-26— 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
m T o-F H atq.6 E
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Ar V2``
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2 -27"T'
32- q'i
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' fit.
Town of Barnstable P#
pp THE Tp
Department of Regulatory Services
i Baar+srABLE. • Public Health Division Date
MA99, 200 Main Street,Hyannis MA 02601
t6 p•
' �AtfD M _ v LlyID
Date Scheduled- ® I D Time Fe"e Pd.
fA
Soil Suitability Assessment for Sewage`Disposal
Perfornied By: Ae\ `wtn, Q DTP Witnessed By:TI Igo r� (�f�/4kAI
LOCATION & GENERAL INFORMATION (
Location Address Owner's Name "W c' JV,('e•-
C�5�-JIi.V�tLiz- Address Zl7 Ala- tr�les\�
�
Assessor's Map/Parcel:' � �. l� Engin Is Name" r
NEW CONSTRUCTION REPAIR Telephone# —
Land Use Slopes(%) Surface Stones
Distances from: Open Water Body ft' Possible Wet Area ft Drinking Water Well it
Drainage Way It Property Line It Other ft
SKETCH: (Street nnme,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
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011.
14
0 All
0
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F
M
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Parent materiel(geologic)Wet,A` tx W�6 V1 .t tt Depth to Bedrock
Depth to Groundwater: Standing Water in Hole: r v 11 Weeping from Pit Face y
Estimated Seasonal i•ligh Groundwater
DETE INA TION FOR SE O .]tHIGH WATER TABLE _~
Method Used: 0 W �O065 PV`� . � ,
Depth Observed standing in obs.hole: in. Depth to soil mottles: ? In. t-
Depth to weeping ti-om side of obs.hole: in.. Groundwater Adjustment -? ft• /'py
Index Well Reading"Date: _ index Well level� Adj.factor Adj.Groundwater Level ` n�a
27—
PERCOLATION TEST Date Time `
Observation
Hole# _� Time at 9"
Depth of Perc Time at ti"
Start Pre-soak Time u I t Z Time(9"-6")
End Pre-soak I . � ti0 .y�
Rate Min./hick
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:HEAhTH/WP/PERCFORM .
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Boulders,
Consistency.%Gravel)
jul
vk do bxs ire Q� a
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
A Z� We- peu�a
LOAM M 5-hmb � SIR `� 3 �l9hc M oss;�c �,�►��'���`
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)
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistences %Gravel)
I
Flood Insurance Rate Man:
Above 500 year flood boundary No Yes
Within 500 year boundary No 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 PeRrious material?
-Certification
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of EWiro ental Protection and that the above analysis was performed by me consistent withthe required trai ng, pertise and experience described in 310 CM.R 15.017.
Signature � Date
e:H EALTH/W P/PERCFORM
i
Haidas Residence
v I
Renovation
Renovation
Ostervillc,MA
I, KI:MOVE �I J
I` I:Y,I.,I',WIIVDOVJ ;
l iLt.
! CI. i WISVOY
IVI I VJ'IVDOVJ (—IJ
VJIIVDOVJ OI'I:I VIIJG —
ARCHITECTS
Eo I EO Imai Keller Moore Architects
.. Phillips Street
Watertown,MA 02472
(617.923.6010)
I
FII_l. FILI- NEw 3-1 3/4'r 1e'LVL BEAM,
FY,LDO EY,ISTI IG I TO REINFORCE EXISTING BEAM II
Willi ✓✓ DOOR _
OPL IVIIJG OPIINING __ _ _ _I_
EXISTING BEAM 4 \ I -
- ABOVE
3.,
NO INTERIOR
--
I VJORY.II'V
f j I I I t I THIS AREA _—
NO INTERIOR 111 1I _ iz n2,.,SWOO:IN IN
TI IS ARE:
-
-3
" 4
Cenrter
Fim I lace
I
VJIFILL
^� J EXISTING
IV VJ DO
- -- CLOSETI CJ I I i I mI OPENING
-- -- �C)C I
) Professional Seal
j Date Issue
RELOCATE DOOR O$
OR -- — G BEAM
WORK: ABOVE
3.1 -
W
RE
5.8..
F.
9ST11�111111G
,_ ___l ____
DOOR — -------- `---"----� —T NEW 3-13/4"x16"LVL BEAM
TO REINFORCE EXISTING BEAM
FILL. I ,. FILL I I Revision Date Remarks
EXISTING I EXISTING _ j
WINDOW VANDOW
NG I _
i REPLACE __— \ OPEN OPENING !
— EX.1ST.GARAGE DOOR iI CL CL CL �Q EO
NEW NEW I NEW I
WINDOW WII'JDOWI WINDOW
EXISTINIG NEW NEW _
Rr:li RFMOVE WINDOW WINDOW WINDOW
EXIST. EXIST.WINDOW
ONEW FLOOR PLAN I WINDOW
1 _..___._-—_ i REMOVE�I
SCALE:1/4"=1'-0" E ST.WINDO1N
, Date: December 20,07
Scale: 1/4"=1'-0"
Drawn Bv: Ten
Project No.: 2757
FLOOR PLAN
A 1 . 1
PLOT DATE DEC20.07
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IN
FUtL „ .
re \- \ \� \moo\\�\
of Mech , .j— \\��\ 1
Room o----
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Basement Plan 34 Caillouet
Exercise' room and Future Bath
ii : » • 'r
a.� • �
I, •� �� ` � •Y `1 Pond
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TYPICAL SYSTEM PROFILE
•
NOT TO SCALE
Hi NOTES:
'` Y, `" � ••,; � N 1. ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS,
•a 3 �; eo ,.. M� �•:= r APPROXIMATE TOP OF 2. SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GINDERS DISPOSAL
g' FOUNDATION = 23.48
a Qjb
• .j ; - t" EXISTING GRADE = 22.8t SET MANHOLE FRAME "
& COVER TO WITHIN 6 OF FINISH GRADE.
RISERS & COVERS SHALL BE WATERTIGHT
• '� , � �,��.,��1� n s o� SET AT LEAST ONE MANHOLE FRAME !r :
_ 4 & COVER TO WITHIN 6" OF FINISH GRADE.
�, , Q •' '• ' ., •l? >_ RISERS & COVERS SHALL BE WATERTIGHT
n.
�.; SITE FINISHED GRADE OVER D. BOX = 23.0t
- *� ..•�� ,� o�� t / FINISHED GRADE OVER TANK = 22.5f GRADE OVER LEACHING SYSTEM= 22.0 TO 23.40
»M. !�•• . : » •» l' 3 9" (min) Cover
�A p \�,- •, ` • ` w n 8 r r 36" (mcx) Cover
'.. K .„ ", •« .7 °�:A1• `. r�.�'- r"m c 4 SCH 40 PVC r , „
25 LF-4' SCH 40 PVC OS=I.00% 2 OF -YL DOUBLE
6esch r ;} L= 11 S=2.00X (1.0% MIN ALLOWED) 3 MIN. (LONGEST LENGTH) WASHED PEASTONE ELEV=20.40 IN WITHIN 6" IOFPFINISHN GRADE TO 8-4
nd1�. 'h "�•;•�'� " FIRST 2 (TO BE LEVEL) CHAMBER
BE2p°� CONCRETE LEACHING CHAMBERS CONNECTION "h N =sy� EXIST. INV OUT = 20.38 6r 1.00X WC 6 (H-20)
,
MIN
3 LF 4 SCH 40 PVC OS
"
u ,
4 SCH 40
' INV IN= 20.16 0 NV OUT= 19 91 INV I 19 88Er
Nock <. :e - - - - - - - - - - -
n 1 » wry 1 s N PVC 6" SUMP • NV OUT=19.71 U 4 - -
1 MI z IA
t Po d r e •• e ,�� *. Z N w INV IN= 19.48 o o r� o 0 o BOTTOM OF r- ® ,
CHAMBER
s �� ! •
14" GAS BAFFLE '•. .ks",. :. w -STONE 3'-
EL ® ® ® ® ® ® ® _ M'1.0
/�/�
LOCUS MAP Scale: 2000� REINFORCED CONCRETE » ~ UNSUITABLE SOILS, IF ENCOUNTERED BELOW �'4' - 1}�" N
6 CRUSHED 5 MIN
` ( STONE BASE THE PEASTONE ELEV (TOP OF SAS), SHALL BE
+ 6" CRUSHED 1 DOUBLE WASHED STONE ®®® ®- - ® ®-
`jc•`•-'' ' �`' STONE BASE REMOVED TO THE "C HORIZON" AS REQUIRED 1
,r.. - SEE CONSTRUCTION NOTE #5 HEREON. IT
"' DISTRIBUTION BOX IH20 LOADING) No Groundwater observed o Elev. 12.3 $,_6"
ROTONDO DB-3 OR EQUAL SOIL ABSORPTION SYSTEM (SAS) LEACHN O CHAMBER H-20 LOADING (TYPICAL)
1,500 GALLON ONE-COMPARTMENT SEPTIC TANK TO BE INSTALLED ON A LEVEL STABLE EASE "� SET MANHOLE FRAME & COVER
ROTONDO ST1500 OR EQUAL 2 OUTLETS REQUIRED (MIN)
TO BE INSTALLED ON A LEVEL STABLE BASE TO WITHIN 6" OF FINISH GRADE
SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY RISERS & COVERS SHALL BE WATERTIGHT
(FOR INSPECTION PORT) "
2.25' I I 2.25' 3/4 - t%"
DOUBLE
WASHED STONE
` � ; :..•` •.. :..�3/4."�.�.5':'°WASN�O`�roi�iel•>.�:.6' � : •
10.0' 8.5--.. :.: 2" PEASTONE
4.83 3 CHAMBERS ^-:"�`
FLOW LINE 11" h;.•: :c:,+r; 's r® ®� + :,: a. {.:..
EFFECTIVE +: • ;:.. I ® ® :,;:�-�•..x,: ti.
I
DEPTH ::�: ;�`:r.?:• i m..-•�:;-' K:= .,;;- ...:
30.0' 2.6' 4.8' 2.6'
j 10'
°00 PLAN OF SON. ABSORPTION SYSTEM WITH CONCRETE LEACHING CHAMBER SYSTEM DETAIL
600 GALLON PRECAST LEACHING CHAMBERS (H-20 LOADING) (H 20 LCA
NO SCALE
NO SCALE
I
4� N
I �
' cC?
°°o SOIL LOGS DATE 12/10/07 LEACHING AREA REQUIREMENTS �•
NITROGEN LOADING LIMITATION: NA
BARNSTABLE RESIDENTIAL: EXISTING 3 BEDROOMS
N 57.50'40" E SOIL EVALUATOR: BOARD OF HEALTH AGENT:
- x 110 GPD BEDROO
EXISTING CESSPOOLS TO BE M
BENCHMARK: PK SET IN 212.60' SIEVE MATSON, P.E.
CAILLOUET LANE ELEV.-19.9 PUMPED DRY, ABANDONED & DONALD DESMARAIS, R.S. TOTAL DESIGN FLOW = 330 GPD
DATUM: BARNSTABLE GIS REMOVED
°o GARBAGE GRINDER NOT INCLUDED NIA
MAP #141 o TEST PIT 1 TEST PIT 2 ( ) _ /
0' X 10' S.A.S. WITH
EXISTING APPROXIMATE LOCATION 3 PRECAST LEACHING 3 .0 ; /Q" G.S.E. = 22.80 0" G.S.E. = 2 PERC RATE _ <5 MIN. f INCH (CLASS 1)
OF EXISTING CESSPOOLS CHAMBERS 0 5YR 3 2 ; Fl /BRIC 0 • 5YR 3 2 FlBRIC LIAR = 0.74 GPD/S.F.
1g TRANSFORMER PER INSPECTORS REPORT X� ' MIN. LEACHING AREA OF S.A.S. REQUIRED:
X 90 Z 4" (ELEV 22.47) 4" (ELEV 22.67) 330 GPD/ 0.74 GPD/S.F. = 446 S.F. MIN.
ni L'' g8 A 10YR ,4/2 ; .LOAMY SAND A ; 10YR 4/2 ; LOAMY SAND PROPOSED SYSTEM:
EXISTING CABLE 00 o c'1
°oo " " 3 -`500 GALLON PRECAST CONCRETE CHAMBER UNITS
EXISTING TEL:�RISE ® 1.05 - TP 2 14 (ELEV 21.63) 14 (ELEV 21.83) _, _, ,�, STONE-ON SIDE, 2.25'_ OF STONE AT-ENDS
__ =
os> , g s Y SIDEWALL AREA: 30.0 + 10' 2 x 2' DEPTH - 160 SF;
F 8 ro, ""`- - B ; 5YR 4/3 ; LOAMY SAND B ; 5YR 4/3 ; LOAMY SAND ' BOTTOM AREA: (30.0' X 10') = 300 SF
'I UNDE EXISTING
F s '8 D-BOx X;g1� ��9s �so� „ „ 0 TOTAL EFFECTIVE LEACHING AREA = 460 SF
1 ELECTRIC S PVC " 24 {ELEV 20.80) 24 (ELEV 21 ) SYSTEM DESIGN CAPACITY = 460 SF x 0.74 GPD/SF = 340 GPD
t�--I 'r-�S=1.OX 7 LF 4 PVC �c'�,
r �o S=4.6X 3 LF 4" PVC �3os i` o -
c'�, �'� SEPTIC 31 3 s=1.oX X `; C ; 10YR 6/6 ; FINE SAND C ; 10YR 6/6 FINE SAND SEPTIC 50 NKSIZING: GPD x 200% - 660 GAL
1c " USE 0 GALLON TANK-MIN
1S TANK ;�s X 126 (ELEV 12.30) 126 (ELEV 12.50)
�F " PAVED DRIVEWAY
� 11 LF 4 PVC
�-I S=2.0X
�--I tl 8
r
�Nr c''0 F �
D TO �
c' F �
HOLD EXISl.`� 6c'� 'a r 0�' '
EXISTING "kATER \` 4" CI SEPTIC �� � � ®s NO WATER AT 126 (ELEV 12.3) NO WATER AT 126" (ELEV 12.5 SITE LOCATION:
ERVIC WG INV.=20.38 a °s `�°5 PERC @ 57" (ELEV 18.05)
r•-i = , =--� -w -w -w -=,w \ RATE= <2 MIN/IN 34 Caillouet Lane
- a EXISTING DWELLING 15
EXISTING CLASS I SOIL CLASS I SOIL
EXISTING GAS c TO REMAIN Qaj Osterville MA.
PLUMBING INTERNAL TO HOUSE I1,.L PREPARED FOR
W16
NEED TO BE REWORKED BY PLUM91; t SEPTIC SYSTEM CONSTRUCTION NOTES: Richard and Julie May % John Shields
1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH 77U V OF THE STATE SANITARY
C 683 C Main Street
`�c?> STONE PATIO ,� � c'` c0 CODE DATED 4/21/06, AS AMENDED THROUGH THE DATE OF THIS PLAN, & ANY LOCAL RULES &
0
A � .9 _
g9 �� X , REGULATIONS APPLICABLE. Osterville, MA. 02655
� V m 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE ENGNEER. ELEVATION INFORMATION TITLE
°o _ - � MUST NOT BE CHANGED WITHOUT WRITTEN PRIOR APPROVAL BY THE ENGINEER.
00
RULK+HEE ° >' X F` N Septic System Repair Plan
X��9 i T99 �� c'o ; o- �'�� 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE BOARD OF HEALTH AGENT P y
19 •o� 19 S AND DESIGN ENGINEER FOR INSPECTION.
ABANDON E�STING LINE
EXISTING CESSPOOLS TO BE a 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC. UNLESS OTHERWISE NOTED HEREIN. BAXTER NYE ENGINEERING & SURVEYING
PUMPED DRY & ABANDONED 18 �'
X �S 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C HORIZON" , FOR A HORIZ. DISTANCE OF 5'
LOCATION ATE CHAIN-LINK r���1 SURROUNDING THE LEACHING FIELD, AND REPLACE WITH CLEAN SAND PER 310 CMR 15.255 To THE TOP ELEVATION OF THE SAS. Registered Professional Engineers and Land Surveyors
OF EXISTING
SPOOL �_`' 19�D FENCE 78 North Street - 3rd Floor, Hyannis, Massachusetts 0260E
i
L °°D W ��& � 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' OF COVER. Phone - (508) 771-7502 Fax - (508) 771-7622 Nor=
c0 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER DISPOSALS. M,q
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vi p 8. CAUTION: THE CONTRACTOR SHALL CONTACT DIG SAFE (AT 1-888-DIG-SAFE) AND UTILITY COMPANIES
o TO LOCATE ALL EXISTING UTILITIES, AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE 20 0 20 40 -4c CONTRACTOR SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY, OF ALL I IL
, EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION OF EXISTING UNDERGROUND UTILITIES SCALE IN FEET a 463450
tea"r' ARE SHOWN IN AN APPROXIMATE WAY ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE SCALE: 1" = 20' �Fs c/S T ERA
NOT BEEN INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE CONTRACTOR AGREES S�ONAL EN
TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE
v CONTRACTOR'S FAILURE TO LOCATE THE U71UTIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM oT
+I 4 PLAN INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR POSSIBLE REDESIGN.
GOJ AT UTILITY CROSSINGS, VERIFY IN FIELD THE LOCATION / INVERTS OF ELECTRIC, GAS, TELEPHONE &
SRO DATA/COMM AND RELOCATE IF CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE DATE: 12-11-C
CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED.'
9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. FINAL LAYOUT SHALL BE AS
40,00' DETERMINED BY THE APPROPRIATE UTILITY COMPANY.
°0 170.73' Cal
r
o �00 S 56`24'50" W 210.73' TD
°o0 N0. BY DATE REMARKS
DRAWN BY: SDM DESIGNED BY: SDM ICHECKED BY: MWE DRAWING NUMBER
Ir
0: 2007 2007-065-i CIVIL PLO 2007-06 -1- W
2007-065-1
r,