HomeMy WebLinkAbout0444 OLD CRAIGVILLE ROAD - Health (2) 444 Old Craigvill.e
Centerville
A= 247 - 028
GIs
UPC 12534
No.2153 OR
No. !/ �D" , Fee ✓ `3
TH'E COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
0[ppYicatiou for 33isposal *pstrm Construction Permit
Application for a Permit to Construct( ) Repair(✓J"_Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. yyq of Cr^a�Wf ` Owner's Name Address d 1.No. //����
Assessor's Map/Parcel 2 90 2 C ) l�e ,,,�� Off-0� 07F3
Iotaller's Name,Address,and Tel.No. Designer's Name,Address and Tel No. `� ��
`Isd,��o�'o� C�urle� 'Tl1 939`�' l�eov�cl i-fw�utl Qt�1 /�1-1�Z9 /"�k, �,+ s
0 J s'w-9 !� Z
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) 11fo gpd Design flow provided gpd
Plan Date 2/21/11 Number of sheets `�� Revision Date
Title iA �1 01611, V4&-d [i1et114 I' - °re/ o'kf
Size of Septic at TT nk /If
� Type of S.A.S.
Description of Soil ri-td
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 Enviro ode and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Heal
igned / — Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. ao // ^0 Z C? Date Issued M I
- - ----- ----------------------------------------- ----------------- ------------------------------
No. -' 4r '` Fee
` r Entered in computer. .
T CO.M IIONWEALTH OF MASSACHAE-T S p
PUBLIC HEALTH DVIS'ION�- TOWN OF BARNSTAB JE, MASSACHUSETT$ es 'I
4 "
Zipplication for Vspbsal 6pstem Construction 3permit
Application for a Permit to Construct( ) Repair(Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 7 yy o"/ Z-^%tyrZ Owner's Name,Add ess,a�1d del. �,No. r « l
Mr^�rr i'Lr.E�yar�nc /LyQ•C�5 p P s v ' k
Assessor'sMap/Parcel 2W .. 2 ) 1�� /�t� Cj�FG� y2— 9 ft f 07P.�
In�t.staller's Name,Address,and Tel.No. Designer's Name,Address and Tel No.
R/� 1�'� MNnf1 tti �61; M�
6� Z P 000*1111
Type of Building:
Dwelling No.of Bedrooms y Lot Size sq.ft. Garbage Grinder( )
i
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) Litt() gpd Design flow provided gpd
Plan Date 2/Z/'l!/ Number of sheets 2. Revision Date
Title S�/'a N v4 &"IW laGk�+� � � Hy�/ C,it/
Size of Septic Tank /,6yfi S41, Type of S.A.S.
Description of Soil rl-141 r' 11
j
i
Nature of Repairs or Alterations(Answer when applicable)
f
Date last inspected:
I
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 Environmedl—alkode 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
_ 37 i ir
Application Disapproved by Date
I
for the following reasons
Permit No. / / Date Issued -7� /
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 � 'i ST-
Plq� �� /
at .
has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No., / —Gy Q dated 10 I )
Installer Designer
#bedrooms Approved desiDnc
w yrJ gpd
The issuance of this ennit shall not be construed as a guarantee that the system willi as desig d.
I
Date q Inspector �1/ �.
-------------------- ------------------------------------------------------------------------------------------------------------------
No.d� Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
disposal *pstem Construction permit
Permission is hereby granted to Construct( ) Repair( ) / Upgrade( ) Abandon( )
System located at y g y rO td if.,
i 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 ust be completed within three years of the date of this p rmit.
i
Date�� Approved b�
i
`Town of Barnstable
p�p�tM+e r�yo Regulatory Services .
� Thomas F. CeiXer, Director
�'
MAS$. M Pablie Health Divis oaa
9 A95
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Offte: 508-862-4644 Fax: 508-190-6304
Installer & Designer Cer cation Form
Date: 4 Sewage Permit# — oq'7 Assessor's MapTareel o24—t*eX
Designer: Installer: r+o 10++i
AA d r W 1101 9 149 Address: P.O. 19oX �10`(
AA ar L b AAn ` 5��I��
C)ng )5C,rz was issued a permit to install a
( ate (installer)
septic system. at WN Old Craf.am i I!<„_ based on a design drawn by
(adess)
dated ZI 101�
(designer)
I certify that the septic system referenced above was installed substantially according to
the desig�a, 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 Re9tilati.ons, Plan revision or
certifiost-as- u by designer to Tollow,
s
DAVID �'
r" "~� (Installer's Signatore) . B. `
ZE MASON , my
1Uo.1066 G
Q J
(Design ipat►ire) (Affix Desi . •'.� q Mere)
PLEASE i2ET.URN TO BARNSTABLE PUTILIC IMALTH DMSION, CERTTIFICATE 0�
CO ISSUED UNTIa, BOTH THIS poRrvr AND A5-B'U1I.r CARD ARE
nCEI'VFD BY TM BA.RNSTABLE PUBLIC REA'l1TH DPrISIQN, T'HANK'YOU,
Q;Heal€h/Septic/D�siper Cert&cuion Form 3-26-04,doc
tO/ZO 39Vd Z 9seeeZb805 ZP:oz ITOZ/bZ/b0
TOWN
�� OF BARNSTABLE
//
LOCATION � � C� 2�,)off &VAGE# Jai l -641
VILLAGEt:JLJ. "-I- ntt�,— ASSESSOR'S MAP&PARCEL }�-
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size) 5c'�-5 Dc ?•S`O NO.OF BEDROOMS
OWNER
PERMIT DATE: P 0 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
�yyy
�tC�'
� a i
/� 6
s'
� �s� ��U
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t
TOWN OF BARNSTABLE n
LOCATION C D e�Qf �/�/g WAGE#
VILLAGE VjI A SESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
OWNER
PERMIT DATE: 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
.2
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•�'04
Town of Barnstable P# / / .Z
Department of Regulatory Services
Public Health Division
1639' 200 Main Street,Hyannis MA 02601 Date. 2 1
Date Scheduled a-
Time /I� Fee Pd.- ® "
Soil Suitability Asses merit for Sewage
Performed-By: ` g Dzspo al
Witnessed By:—Q,�J✓i fit ZN- �f,
Location dress
LOCATION& GENERAL INFORMATION /<
Address
f
.Ll y / Old CYzit� V r 1< Owner's Name (jr 1 I C rO s fo in
.j, lr i P�7otir'l Address P.O 30 X 1 3 g
Assessor's Map/Parcel: osfe rvl`[1 e
of q 7// Engineer's Name
NEW CONSTRUCTION REPAIR
Telephone# e
Land Use 1 y CQ N
Slopes(�o) Surface Stones
Distances from: . Open Water Body_.ft Possible Wet.Area
---__ft Drinking Water Well -ft
Drainage Way ft Property lane
---_ _f[ Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn ro ' '
P x�mtty to holes)
1 !�
Parent material(geologic) TIN
Depth t0 Bedrock
Depth to Groundwater. Standing Water in Hole:
Weeping from Pit Race
Estimated Seasonal High Groundwater
Method Used: DETERMINATION FOR SEASONAL HIGH WATER TABLE
Depth Observed standing in obs.hole:
Depth to weeping from side of obs.hole: In, Depth to soil mottles:
Index Well# Reading Date: Index Well level Groundwater Adjustment ft.AdJ,factor— Adj.GroundwaterLevel,,,,o,
PERCOLATION TEST bate _ Thne
Observation
Hole# �
Time at 9"
Depth of Perc
M, Time at 6"
Start Pre-soak Time
Time(9"-6") --
End Pre-soak
Rate MinJlnch
Site Suitability Assessment: Site Passed Site Failed:
Additional Testing Needed(YM)
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\SEPTICIPERCFORM.DOC
DEEP.OBSERVATION HOLE LOG Hole#Depth from Soil Horizon Soil Texture
.Soil Color t.
Surface(in.) Soil Other
(USDA) (Mansell) Mottling (Structure,Stones;Boulders.
o i tenr—gb'Gravell
b ,Ly pR3t
SR4
---------------
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color
Surface(in.) Soil Other
(USDA) (Munsell) Mottling (Structure,Stones,Boulders.
nsi en % ravel
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil
Surface(in.) Other
(USDA) (Munsell) Mottling (Structure,Stones,Boulders.
to c O
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
C si ten I
Flood Insurance Rate Man:
Above 500 year flood boundary No Yes ._._____
Within 500 year boundary No , es
Within 100 year flood boundary No_ _ Yes
Depth of Naturally Occurring?Pervious Material
Does at least four feet of naturally occurring perv' feria!exist in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the de of natural! occurring a ous material? '
P Y 1;P
Certification `
tb
I certify that on (date)I have passed the soil evaluator examination approved by the
Department of Enviro mental Protection and that the above analysis was performed by me consistent with .
the required training,ex rti experience described in 310 CMR 15.017.
Signature Date 2 t/"
611/
QA$EPTl0PERCF0RM.DOC
ti/map; and. lot number �. � �. '.! .. ....
�; SEPTIC SYSTEM MUST BE
4� q INSTAI LED 1N CO'11 1ANC'E
i Permit number ... .. Gy m 1/ .a�,.. n I DTI^... ill .ATE
T S�,"�ITF; :Y CO A, D TOWNpFTN E T�� JL ® . 11: O B A RIMS� i NB L E
u ♦�
-`Z BASH3TADLE, �
oY DUirLDIG INSPECTOR
c:
ad o room ` or bedroom
APPLICATION FOR PERMIT TO ......•..�......�..................: ...........................................................,....:......:...........
TYPE OF CONSTRUCTION .......WOOd ...ram ............................................. ................
6Apr 12g.............1 ?. ... . . ....
TO THE INSPECTOR OF BUILDINGS:
The'undersigned hereby applies for a permit according to the following information:
Location .......4!+4...Old Crai cw Road. Cent rut l l ,Fl rxss...........•...
h...............................................
Proposed Use BedroOm
Fire District ... ery i l Z e
Zoning District ... :....:.-.... ...............................
Cent
John fv,ul Z`al Old Crat vi l Ze Rd.
Nameof Owner ................................... .....................Address w
Name of Builder ..Sam@.......................................................Address ....'.?C. ?
Name of Architect
Sams ............Address ....��a?
Number of Rooms One Foundation Block on.,F'oo t.i.ng..
blood Frame ...Roofin Asphaul t
Exterior ................................................................................. g .........................................................,..........,................
Floors C.onC.O.l. .um....................................................Interior ........S,h@etrock
.. .. .. .. . .. ..... ...................................................................
NO t Al r -- - --9._ ..Wone..
Heating ..................................................................................Plumbin ..................................................................................
Fireplace ........�Cn ..............Approximate. Cost � �
L/ I
Definitive Plan Approved by Planning Board ________________________________19________ . Area. ........ .. .7 �
Diagram of Lot and Building with Dimensions Fee
SUBJECT TO APPROVAL OF BOARD OF HEALTH
f
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I hereby agree to conform to all t Res and Regulations of the Town of Barnstable regarding the above.
construction.
---Zg �
• _ —POLE
NOTE: ..
#1 S.A.S. TO BE CONSTRUCTED BELOW '
EXISTING AND PROPOSED SLAB. O �T
�.
LOT 16A �--
OVERHEAD
UTILITY LINES '
VO
r
BULKHEAD LOT 14A
�� \ y�P��O� •,�••,•• TO BE RELOCATED LOCUS MAP
1 5.9ft
PLAN REF 103—75
""""""'
,,,,,,,,,,,,,,,, DEED REF 3297-41
,,,,,,,,,,,,,,,,, J,
LOT 12A „,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,, ASSESSORS MAP 247-28
,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,,
,,, 12.3f
;; 6'° ZONING. 'RB'
7500.0 SQ. FT.
0.2 ACRES °�- ��k\OF ;,� SETBACKS: 20'-10'-10'
,,,,,,,,,,,,,,,,,,,,,,,,, S \� FLOOD ZONE. 11011
15.9ft ° PROPOSED a� DAVID 1 PANEL NUMBER.- 250001 0008 D
ADDITION cS
c'.
DATED. 0710211992
MASON
ty.
r;a
�p
9 12.1 ft "" °°- ;S ., SEPTIC PLAN OF LAND
a '
PROPOSED 10.6 �Cp
BULKHEAD �'-^ '
LOCH . N cos 14.5ft LOT 13A LOCATED AT
° �/ 4 4 4 OLD CRAIG VILLE ROAD
LOT 1 OA 0 1 O.Oft WEST HYANNISP0RT, MA
PROPOSED D—BOX
PROPOSED
1500 GAL. TANK ,�O ® va�P ,',y•�� PREPARED FOR
EXISTING BLOCK WALL / Oft h PROPOSED S.A.S. CHAMBER TRENCH q o PSTEPHEN MAURICE & MARLENE ROGER
J.
cn k'
9 S U DOYLE OCTOBER 6, 2009
7.50, #s�-�s
141V J S -���� REV DECEMBER 17, 2010
D ' �
LOT COVERAGE. \ 2�..—iL REV FEBRUARY21, 2011
,
REV-
LOT AREA: 7500 SQ. FT.
f* EXISTING COVER BY STRUCTURES: 1149.0 SQ. FT YANKEE LAND SURVEY
PROPOSED COVER BY STRUCTURES: 1589.0 SQ. FT. LOT 11 A CO., INC.
LOT 9A ' GRAPHIC SCALE
41 EXISTING COVER BY STRUCTURES: 15.3% 20 0 10 20 40
40 INDUSTRY ROAD
PROPOSED COVER BY STRUCTURES: 21.2%
MARSTONS MILIS, MA 02648
TEL• 508-428-0055 FAX 508-420-5553
1 inch = 20 ft.
SHEET 1 OF 2 JOB#.- 54568—S S
a
A
SEWA " E' SYSTEM PROFILE VIEW ' N,".T .-,S .
T.O.F. EL. 99.7'
FIN GRADE = 95.5't
(o RISERS FIN GRADE = 94.0't
IQ 20"
1/8" TO 1/2" DOUBLE WASHED STONE ® 3" THICK OR GEOTEXTILE FABRIC
20"
DIA. DIA. FIN GRADE 93.1't' /
8' MIN RISER
DIA 1'7
L - 8 5 INSPECTION
INV EL. 10" MIN. f 14" MIN. INV EL. ORf ON L 90.10,
94.00' �- 93•75' INV EL. MIN. 6" INV EL.
BELOW FLOW LINE
LIQUID LEVEL 48" 92.00' SUMP 91.80' EL. 89.27' ° e o 0 0 0 � � °, • ° °
SLAB ELEV. = 91.T GAS BAFFLE `",•-`..-:1.. 6" STONE a ° a -'L- ° °
EL. 87.27'
;AAll .-o6 STONE- �:.`.'.. ..�i: DISTRIBUTION BOX 48 3/4" - 1 1/2" ee� •48$0 ° }
PROPOSED 1500 GALLON TANK
PRECAST REINFORCED CONCRETE DISTRIBUTION BOX DOUBLE WASHED STONE
TEES SHALL BE CONSTRUCTED OF SCHEDULE 40 PVC AND SHALL EXTEND A DISTRIBUTION BOX SHALL HAVE WATERTIGHT COVER 50.5
MINIMUM OF 6" ABOVE THE FLOW LINE OF THE SEPTIC TANK AND BE ON MINIMUM WALL THICKNESS = 2" PROPOSED CHAMBER TRENCH Ll)
THE CENTERLINE OF THE SEPTIC TANK LOCATED DIRECTLEY UNDER THE MINIMUM INSIDE DIMENSION = 12"
CLEAN-OUT MANHOLE. OUTLET INVERTS SHALL BE EQUAL TO EACH OTHER AND AT
THE INLET PIPE ELEVATION SHALL BE NO LESS THAN 2" NOR MORE THAN 3" 2" MINIMUM BELOW INLET INVERT.
ABOVE THE INVERT ELEVATION OF THE OUTLET PIPE. THE DISTRIBUTION LINES FROM THE DISTRIBUTION BOX SHALL ALL HAVE NOTE:
SEPTIC TANK SHALL HAVE A MINIMUM COVER OF 9" EQUAL INVERTS AS DETERMINED BY FLOODING THE DISTRIBUTION BOX TO S.A.S. TO BE CONSTRUCTED BELOW BOTTOM OF SOIL PIT = EL. 81.4'
TWO 20" MANHOLES WITH READILY REMOVABLE IMPERMEABLE COVERS BEEN THE HSEALED IN PLACE.GHT OF THE EXISTING
LINE INVERT AFTER ALL LINES HAVE EXISTING AND PROPOSED SLAB.
NO GROUND WATER OR
OF DURABLE MATERIAL SHALL BE PROVIDED WITH ACCESS PORTS. INVERT ADJUSTMENTS SHALL BE MADE BY FILLING WITH DURABLE AND REDOXIMORPHIC FEATURES OBSERVED
MIDDLE ACCESS PORT SHALL BE 8" DIA. MINIMUM. NONDEFORMABLE MATERIAL PERMANENTLY FASTENED TO THE LINE OR
THE OUTLET TEE SHALL BE EQUIPPED WITH GAS BAFFLE. RECONSTRUCTING THE LINES UNTIL ALL INVERTS ARE OF EQUAL ELEVATION.
SEPTIC TANK SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL, DISTRIBUTION BOX SHALL BE INSTALLED LEVEL AND TRUE TO GRADE ON A LEVEL,
STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH STABLE BASE THAT HAS BEEN MECHANICALLY COMPACTED AND ON WHICH
6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND 6" OF CRUSHED STONE HAS BEEN PLACED TO ENSURE STABILITY AND
TO PREVENT SETTLING. TO PREVENT SETTLING.
SEPTIC TANK CAPATICY:
REQUIRED _ 440 GALLONS AT 200% DESIGN DATA:
PROPOSED 1500 GALLONS FOUR BEDROOM - -4 X 110 440 GPD REQUIRED FLOW FIN GRADE = 93.1't
NO GARBAGE DISPOSAL ALLOWED 7.50' ' ' ' ' '
USE: CHAMBER TRENC 5'L X 1 .83W X F DEPT' 34"
(50.5' + 50.5' + 7.5' + 7.5') X 2.0 = 232 S.F. ° _ ° ° 249'
GENERAL NOTES: 1 5 ° 16$1 ° ° ° °1619° �
1 . ALL THE WORKMANSHIP AND MATERIALS SHALL CONFORM TO DEP 50.5 X 7.0 = 378.75 S.F. 58
TITLE V AND THE TOWN OF BARNSTABLE RULES AND REGULATIONS 610 X 0.74 = 451 GPD TOTAL DESIGN FLOW
FOR THE SUBSURFACE DISPOSAL OF SEWAGE. G NUMBER OF TRENCHES = ONE
2. ACCESS PORTS OVER TANK TEES SHALL BE ACCESSIBLE WITHIN 6" .�✓ NUMBER OF UNITS = FIVE
OF FINISHED GRADE PROPOSED LEACH TRENCH - END VIEW
3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPABLE OF INSTALL FIVE 500 GALLON UNITS
WITHSTANDING H-10 LOADING UNLESS THEY ARE UNDER OR WITHIN 10' WITH FOUR FEET OF DOUBLE WASHED STONE
AT ENDS AND 16" AT SIDES
OF DRIVES OR PARKING. H-20 LOADING SHALL BE USED UNDER OR WITHIN T.P. #1 PERC <2 M/INCH T.P. #2 PERC <2 M/INCH
10' OF DRIVES OR PARKING, UNLESS NOTED.
4. THE EXCAVATOR/CONTRACTOR SHALL CALL "DIG SAFE" AND VERIFY THE LOCATION EL. 93.4 o" EL. 93.4' o„
OF SITE UTILITIES PRIOR TO ANY EXCAVATION, AND SHALL BE RESPONSIBLE FOR "A" "SL„ 10 YR 3/1 "A" "SL„ 16
10 YR 3/1
16
ALL MATTERS RELATING TO ELECTRIC AND/OR GAS EASEMENTS. " "
5. SEWER PIPES SHALL BE SCHEDULE 40 PVC. (4" DIA. UNLESS UTHERWISE NOTED)
6. ANY MASONRY UNITS USED TO BRING COVERS TO GRADE SHALL BE " " 10 YR 6/8 "LS" 10 YR 6/8
„ ,� LS I ��
MORTARED IN PLACE AND SECURED TO UNAUTHORIZED ACCESS. B B SOIL DATA:
<� TEST DATE: 02/14/2011
7. FINISH GRADE SHALL HAVE A MINIMUM SLOPE OF 0.02 FT. PER FOOT. 39"(EL. 90.15') 39"(EL 90.15') SOIL EVALUATOR: DAVID MASON
8. EXISTING SYSTEM COMPONENTS - IF ANY - SHALL BE ABANDONED PER „ „ MEDIUM MEDIUM APPROVAL DATE: DAVID 4
TITLE 5 REQUIREMENTS. c SAND 10 YR 7/4 „C„ SAND 10 YR 7/4 HEALTH AGENT: DAVID STANTON
9. THE EXCAVATOR/CONTRACTOR SHALL BE RESPONSIBLE TO CONTACT YANKEE EL. 81.4' EL. 81.4'
SURVEY 24 HOURS PRIOR TO ANY REQUIRED INSPECTIONS. 144" 144" P# 13,192
10. ALL COMPONENTS SHALL BE MARKED WITH MAGNETIC TAPE OR NO G\WATER OR NO G\WATER OR
COMPARABLE MEANS IN ORDER TO LOCATE THEM ONCE BURIED. REDOXIMORPHIC FEATURES REDOXIMORPHIC FEATURES
SHEET 2 OF 2 JOB NUMBER__ 54568