HomeMy WebLinkAbout0008 WHITE PINE LANE - Health 8 WHITE PINE LANE
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Centerville
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IN
UPC 12543
No.53LOR
HASTINGS,MN
1 14
r' No. � �*.
3
-.� Fee
I HE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
' PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2ppficat on for ;Digpoga1 *pgtem Cow5truction Permit
�plication for a Permit to Construct(Vr)/'Repair O Upgrade( Abandon
Pg O OComplete System ❑Individual Components
11//Location Address or Lot No. �/T i/L.py-�' /��`l� � Pw�
Assessor's Map/Parcel I Y? 5- �Q(/.v/� FGA 33 t�:tS�
O ner's Name,Address,and Tel.No. N
/ 0 3
Installer's Name Address,and Tel.No. Af 5f Q'`n F Designer's Name,Address and Tel.No. &*Wt /v
10 \A
Type of Building: A0&4p rAe44 F—
Dwelling No.of Bedrooms 3 Lot Size , ?® ' sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
0\
Design Flow(min. quir d) 33a gpd Design flow provided gpd
Plan Date Number of sheets l Revision Date
Title
Size of Septic Tank / ®® ��®� Type of S.A.S.
Description of Soil 1, > J��� 'PLAi✓
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction a maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 the Enviro e tal Code and n o place the system in operation until a Certificate of
Compliance has been issued by this rd Heal
Sign ate
Application Approved by D to
Application Disapproved by: yy
f i Date
for the following reasons
Permit No. Date Issued
Fee
-,THE COMMONWEALTH'OF MASSACHUSE TS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ZIppYicat n for ai!vozar 6potem Cow5trurtton Permit
r AA{pplication for a Permit to Construct Repair( Upgrade O Abandon O U Complete System D Indiv}dual Components
vl � �EAl
q
Location Address or Lot No.k �N� �` Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 917 Y .6) 3 5 /WZe FBI 33 7 5-";` 5 Y57- Z!o/
' 9x���z Nye
Installer's Name Address and Tel No. Designer's Name,Address and Tel.No.
Type of Building: 00op(�
Dwelling No.of Bedrooms Lot Size 191 (IQG sq. ft. Garbage Grinder
Other Type of Building almD fm,*r No.of Persons Showers( ) Cafeteria( )
Other Fixtures
2 (� j
Design Flow(min.requir d) 330 gpd Design flow provided (OVA(/ /)A/� gpd
Plan Date /���/ j� Number of sheets Revision Date / f r
Title
Size of Septic Tank /��� �AL L�� Type of S.A.S.
,Description of Soil / !15 #0 1C
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
u accordance with the provisions of Title 5 of the Environinental Code.and noeto place the system in operation until a Certificate of
Compliance has been issued by thisgoard of Health 7
Sign d !V 1. ,7. / ate
-Application Approved by , .. - �{ /�� ��� ' 1 l ZY ate N/�
Application Disapproved •y: D to t�
for the following reasons /� i� j )�
Permit No. J Date Issued C� �
----- —`'— '--- -- ------------ L
THE COMMONWEALTH OF MASSACHUSETTS`• "
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed V Repaired
/� g P Y _ ( ) p ( ) Upgraded ( )
Abandoned( )buy P,4 5 7 20 C�Q 57-R61C7'1/
at K/ `! T /�//( of 4 4/J,E CCAJ1WWZ-4 has been o structp in cco dance .
wit the provisions of Title 5 and the for Disposal System Construction Permit No. �dated
Instdiler Designer
r•
#idrooms Approved design flow gpd\
The issuance of this permit shall -°ot be construed as a guarantee that the system wi•1T7funet on as •esigned)
Date � /4,)�, Inspector �
----------//-----------------------=—Tso
t--
J.No. / A 'r'•�_� // � Fee }
//THE COMMONWEALTH OF MASSACHUSETTS
.PUBLIC HEALTH DIVISION—BARNSTABLE,MASSACHUSETTS
ni5po5ar i§y5term Cots.5truction Permit
Permission is hereby_grantedto Construct (v ) Repair ( ) Upgrade ( Abandon ( )
System located at /�/ �/ C—rX17-ER V /L E
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: Construct i n must ie completed within three years of the date ofthis pe t.
Date ]._ . I I Approved by 9
Town of Barnstable
Regulatory Services
ti
o„ Thomas F. Geiler,Director
BMMSPABM * Public Health Division
MASS
' ' s`�� Thomas McKean Director
eo tNa+
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Date: Sewage Permit# ?Oil -36 7 Assessor's Map/Parcel (p p3S
Installer & Designer Certification Form
Designer: ,y�eI Installer: ���� tic
Address: Address: Vj
ti � s V►� �
T
On was issued a permit to install a
(date) (installer)
septic system at W l\t Q WE CprH r based on a design drawn by
/ (address)
2&a r dated . Z 1911 ((
(designer)
I certify that the 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. Stripout (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 & Loci,,,. ���qns. Plan revision or
certified as-b y esigner to follow. Stripout (if r c� � , �cted and the.soils
ere four - atisfa ory.
.� s'rEPHIEN >�
f f s D. �
/ -_._.__..._ MATSON i a
CIVIL
( ristaWer's re) o N°.46345
�ssiorn�
esigner's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE 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.
gAoffice formsWesignercertification form.doc
I
ii . `` TOWN OF BARNSTABLE
LOCATION W SEWAGE#
VILLAGE SESSOR'S MAP&PARCEL IR7 �9 3-5
INSTALLER'S NAME&PHONE NO. I E
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type r �— - (size)
NO.'OF BEDROOMS _
OWNER
PERMIT DATE:�/��2 / COMPLIANCE DATE:
Separation Distance Between the: `-a
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 leachingefaci ) �- Feet
FURNISHED BY - �;
FAKI-r of Now,,(
rf
Town of Barnstable P#
of1He rod,
o Department of Regulatory Services J �r
BABNfiTABLE.
Public Health Division Date
019. `o$ 200 Main Street,Hyannis MA 02601
�rFD MPS
Date ScheduledA� < I Time Fee Pd.
So'1 Suitability Assessment for S age Disposal
r
Performed By: �? � a� Witiussed By:
LOCATION & GENERAL INFORMATION
Location Address ct? Sevc�eRe�- t n°. Owner's Name C,L_ nAa her
Y
CcktCrv�ity l�ddr s ., CG�D,cr✓elt� UZ63"-
Assessor's Map/Parcel: 1110,D QJPC1f1=Al 0a ig nler's Name a7e�ov- N
NEW CONSTRUCTION )C REPAIR Telephone# -T?1 -—7 50-2—
Land Use VC S LJ-eKh C�1 Slopes(%) Surface Stones
Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft
Drainage Way ft Property Line ft Other ft
SKETCH:(Street nnme,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
r
Parent material(geologic) a-ck,4 �w S Depth to Bedrock
r-I'I
Depth to Groundwater: Standing Water in Hole: Weeping frontiPit Face
Estimated Seasonal High Groundwater '0 W"pr�l b ir'R1490 'Co
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well N Reading Date: Index Well level Adj.factor Adj.Groundwater Level_
PERCOLATION TEST Date 0' .D I Time TT'I 41'r
Obse vatlon ^T
HoCeV Time at 9" s
Depth of Perc �f 1 �� Time et 6",
Start Pre-sonk,time a red �2 Time(9"-6")
End Pre-soak _
Rate Min./Duch
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 testis to be conducted within 100, of wetland,you must first notify the
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:HEALTH/WP/PERCFORM
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)
4s oa. Q --
e4_61,t C outz3-
DEEP OBSERVATION HOLE LOG Hole# Z
Depth from Soil Horizon Soil Texture.. Soil Color Soil Other
Surface(in.) (USDA). (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,°o Gravel)
r
— (p Vh '0 2— I, �--
u_�Z� lo, w. I K (D
32t QQ96F 5 S
- 20" to N& 6
DEEP OBSERVATION HOLE LOG Hole#_
Depth from - Soil Horizon Soil Texture Soil Color Soil Other
Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.° a
Z,t_ '�9t to ► \ 1N 2 \ _
DEEP OBSERVATION HOLE LOG Hole# _
Depth from Solt Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
i et cv.%Ornvel)
.Ztl_� r. c i iJ� rD —
b
'Flood Insurance Rate Map:
Above 500 year flood boundary. No_ Yes
Within 500 year boundary No A Yes
Within 100 year flood boundary No Yes
Depth of Naturally Occurrine 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 Aus material?
Certification
I certify that on o (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by the consistent with
the required training,expertise and experience described in 310 CMR 15.017.
Signature Date
Q:H EALTI-i/W P/PERCFORM
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DATE: 10 5 11
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...........
JOB.. 126 1
DRAWN BY: KW
DATE: 10 5 11
BAXTER NYE
44.3 ENGINEERING &
W - GENEW NOTES : SURVEYING
W�A w " ' o"� G G .s 1.) THE WENT OF 7M PLAN 6 TO SHW PROPOSED HOUSE a Saw AT Lows Registered Professional Engineers
P4
6" 1P��i w --- G +�+ , 2) LOCIS AREA 6 COMPRISED OF: and Land Surveyors
W W ItSSESSOWS MAP 187 PARCEL 035
1004
X43.8 +� dA N cL xn�r,A iOm�(SHEET 2) 78 North Street - 3rd Floor
X 3.7 _-__-, �• �, c Hyannis, Massachusetts 02601
Z OINER CHARLES L ET UX
GPT� o� G G ,-- 'r X43.7 I ---- - �,�12� +� Z 1 Phone - (508) 771-7502CENTEIMILLE '
OM
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G / - 42.1 ' d 3) PROJECT BE?1CIMARlL• Q33/bH FOU1r_(AS SHOW ON PLAN)
X � 1- IL = 40.0 INKc,�WD
www.baxter-nye.com
D 4.) ZONW 01 ORANTION
U ZONMIG DISTRICT > RO•-1 (Redd■6d)
P
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/G / oe - __ `�\ \� AM LOT WIDTH - 125'' if, ' H` 1 .
G STREET SIGN � \ \ X44.9 FRONT YARD = 30' SIDE A REAR YARD = 10' / 10' " 1
� + m; � \ C NIL.
o� '�� • �\ `\ `� 140M UM DILK G HOW = 30' �' � us a l .46345 �
� c � 42.9 ,, - ,X 41.7 so- `\ OVERLAY OISTRIC'TS: RPOi1 r= +i( ��r S T E��
E 2%37a o �,
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/42.6 - \\-- _ `�\\ �\\ 5) A ME SEARCH HAS NOT W PEIiFORiED BY 01HERS
X uP_4rl1s/ 8 `` LOT 19 LCPI 27801 A m BE IE�Rr.A mLE
2 0,2 0 9 S Q. F T. f . Q) THE PROPERTY LNE MaRw1aN SI MN 5 a�ON CURBFM A PAMLE REOdlD
'� -' _- � �`�, 0.4 6 ACRES � ��� WOUTM ooNssnNG of FUNS AID oEms.
ps / , _ 1500 GALLON\ ` THE DOSING FEAT M SHORN MOM�0110110 FROM ANON THE GM01RD FEDPM CONSULTANT
C1R C� , r X 41.
4 '�`� SEPTIC TANK �• %� SURVEY PEI:FORIED BY WO NYE E?EMEERNG 1R SIAIVEING ON OCTOBFR 14, 2011.
f r X49�. '' • ./
I �7 TIP #3 4225 � \ 7.) COMMUNITY PANEL NL�7t: 250M ODISD
{ ry .. 12 LF 4" DIA SCH 40 (A42.4 PVC AT S-2.Ox . �\\ \ THE FL000 NStEbINCE Ib11E MAP OEFIE:SS THIS ARfJ11lS 2bIE C.A NON-INTAAD ARfA
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40 PVC AT /' X42.6
a) CONSULTANT
D BOX Y S=2.07G, `�' SITE 6 NOT WI`TFMV AN A,C.EQ (AREA OF WIIXAL EIR IRONIIENTAL CONCEI".
v ; 't �• o`� S M+0� N/F M A H E R •SITE 5 Wr O AN AID OF E PMED NABW of WA MDLEE PER
Sol. _ t r MESP MAP OCMM 1. 2010 TWIWNIED HABQAIB OF RATE NA FE`
� PCK cn 43.0 � r \ FOR USE M11H THE W 11ETIAIID6 PROWION ACT REIi1JUTlO1IS(310 CMR 10�'
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Z 42.0 t, CB H FIND
t�*� cN0 X 41.8 i % 'CERTFED OO VERNAL POOLS
o ,` •SITE IS NOT NTR/L A PRIORiY HABR)LT PER NHESP MAP OCRR i. 2010 'PRIORITY PREPARED FOR :
�� -.. 12 LF 4 DIA . 1HE 4250 /� \
f ' 17•�+ \ `, SCT 40 PVC o r x \ X 43.7 SPECIES P5ACE, REGUIATIONS 1 UNDER MISSAQARSETIS E�MIGERED
NN. ; •SITE 5 Wr WININ A SDLTE APPROVED ZONE B tMtOUND OW FWW16E PROTE)CM Bayside Building
:.,. ; . rr ��.. AREA Attne John Bowes
X41.1
1 i ` 2�•� ri o ��t� •SIZE 6 pR#t A I01E OF OONIRBUIION 10 A SAL1Al1ER ESIIMRY(bARNSTi1BLE B OJL
` - RED � 1645 Falmouth Road
r1 oz
) , ,Centerville MA. 02632
rs
1 i +� r r N .TIE CONMACM SMALL CONTACT DIG SAFE(AT 1-8M-DlrrSAFq AID URM CW ES TO LWAIE
V" v , ` /�i r r �-� ALL DOSING UWIE5, AT LEAST 72 HOURS PRIOR 10 LIE START OF CM61RUC71011L THE L0011110 OF
E)OSLNG IRMERfBiO W 0ERISTRUC1W UIIUnM OONDUNS ND LK5 ARE SI Mi 0 AN APPROOMWE
MY OM.Y, MAY NOT BE LAM TO MISE SI MN MUM AID Of BEFIT RESEAIDIED BASED ON THE
O AW ABLE UMY RECORDS MITER HEREON. THE CONTRACTOR AGREES 10 BE FULLY RE"ME FOR
ANY AD ALL WANES RtR M MIGHT BE OCCASIONED 8V TIE CONIRICTOR'S FMAAIE TO LOCATE SAID
N �` i / \ PFRAS7RUC W AND LAMES EXACTLY. IF FED COFL9HIO IS OFFERS FROM PLAN WMIATIOK THE
t '= CONTRA W SHALL NM THE ENG W 12OK ELY FOR POSSIME REDESIGN.
"�3 0 r
X 225 i •Da MrG GAS MAIN MO INSCUDDER WCIRCLE OffrA D FROM NA710tW. GRAD MAP SN2CY9
(MAP DOES NOT SPECIFY PIPE SIZE FOR LOCUS AREA).
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i
t E W \ X43.3 ELECTRIC (DATED SEPTIU, ',30, 2011).
4&0 Irv `N •III ATER MAN SHOW ON THIS PLAN 6 APPRO)OINTE PER SKETCH PRONDED BY THE C-O-W WIER
N am' / X41.9 ' / 0' x DEPARTMENT (GATE VIALVE SKETCH NO. 505), PROWDED TO THIS OFFICE ON 10/18/11.
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o ,. SHEET TITLE
M 2315 S. F. t , ■ ■
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a iR LOCUS MAP Scale: FITS
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SCALE : 1*=10'
M
DRAWN/DESIGN BY: SDM CHECKED BY: MWE
JOB NO: 2011-053 C A D D FILE: 2011-053DM.
N
BAXTER NYE PQ
ENGINEERING &
SURVEYING
TYPICAL SYSTEM -PROFILE
NOT TO 8CALE Registered Professional Engineers .
and Land Surveyors ,
78 North Street - 3rd Floor
Hyannis, Massachusetts 02601
APPROXIMATE TOP OF
PROPOSED FINISH FLOOR - 45.0 SET MANHOLE COVER TO WHIN 6' OF FINISH MADE Phone - (508) 771-7502
PROPOSED GRADE = 43.01 SET AT LEAST ONE MANHOLE FRAME RISER CM SHALL 8E WATERTIGHT
& COVER TO WRHW 6. OF FINCH GRADE Fax - (508) 771-7622
I: COVERS SHALL IE WATERTx;F1f www.baxter-nye.com
FINISH GRADE « 42.Of
FINISH GRADE « 41.SOf SET RISER 3 COVER 70 WfM r OF
VIATEIMIT((FORK MWECT ON P 9*1 BE STAMP STAMP _
4' SCH 40 PVC 3' MIN. MAXIMUM GRADE OVER LEAC1N1rG SYSTEM OF Mq
: 41.SOf Ss ;
L- I V S-2.00% (1.0X MIN ALLOWED) •"; - STE HE �•
W OUT - 38.90
6' MW. 23 LF«4' SCH 40 PVC OS-2.0X 12 LF«4" SCH 40 PVC OS=2.0% 9" min Cover
Wv W= 38.- 1o' MIN. OUT- X43 FIRST 2' (TO BE LEVEL) 2' OF 36=r4 DOUBLE 36" (max) Cover `
C IL
'. 4" SCH. 40 PVC WASLED PfJISTONE ELEY-38 52 '46345
2
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14 +�'i:s�•x..'f� S�ONAL ECG
REINFORCED CONCRE BC=I
}YWit 0 CRUSHED
9W O OTONE
CIO W BOTTOM OF
O O O O O O O -CHAMBER & STONE t`D
60 CRUSHED UNSUITABLE SOILS, F ENCOUNTERED BELOW THE �" _ 1N. EL = 35.6 CONSULTANT
STONE BASE PEASTONE ELEV (10P OF SAS. EL-37.93). SHN,L BE 5' MIN w4SHED STONE
REMOVED TO THE 'C HORIZON* AS REQUIRED - SEE
WW GALLON O -COWARTIYENT SEPTIC TANG DIBTROJ I ION BOX CONS TAXI N NOTE J5 HERooN. No Groundwater Deserved o Elev. 2s.4
NE
SHORE? Sr-1500 OR EQUAL sHOREY 0e-3 OR EQUAL 80L. ABSOFiP'110N 8Y$TEM t8A81 LEACI#�I(� CHA�i CfYPICAU
TO BE PWAU ED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE BASE
SEPTIC TANK TO BE WSPECIED do CLE40 ANNUALLY 3 OUTLETS REQUIRED
CONSULTANT
PREPARED FOR :
Bayside Building
Attnu John Bowes
t
1645 Falmouth Road
2.0 2.0.
77=777.. Centerville, MA., 02632
(3/4"-1.5" WASHED STONEi:: �,.
10.0' 8.5' 4.83' 3 CHAMBERS
SOL LOGS DATE 10/20/11 CONSTRUCTION NOTES
BARNSTABLE
�- 29.5 SOIL EVALUATOR: BOARD OF HEALTH AGENT: 1. ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH
TITLE V OF THE STATE SANITARY CODE DATED APRIL 21, 2006, AS AMENDED
STEVE MATSON, P.E. DONALD R. DESMARAIS THROUGH THE DATE OF '.'41S PLAN, & ANY LOCAL RULES & REGULATIONS
PLAN OF SOL ABSORPTION SYSTEM WITH TEST PIT 1 TEST PIT 2 TEST PIT 3 TEST PIT 4 ` APPUCABLE.
600 GALLON PRECAST LEAChNG CHAMBERS
NOG.S.E.. . = . G.S.E.: . . = 40.5 " G.S.E. = 41.8 G.S.E. 42.4
2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE
0; ORGANIC 0; ORGANIC 0; ORGANIC 0; ORGANIC ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN
PRIOR APPROVAL BY THE ENGINEER.
2" 41.23 41.33 » 41.63 » 3
A ; IOYR 2/1; SANDY LOAM A ; IOYR 2/1; SANDY LOAM A ; IOYR 2/1; SANDY LOAM A ; IOYR 2/1; SANDY LOAM 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFIWNG, NOTIFY THE down
" BOARD OF HEALTH AGENT AND ENGINEER FOR INSPECTION. `
8" 40.73 6" 40.0 8" 41.13 6" 41.9 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHEDULE 40 PVC. 0
B ; I OYR 6/8; SANDY LOAM B ; I OYR 6/8; SANDY LOAM- B ; I OYR 6/8; SANDY LOAM B ; 10YR 6/8; SANDY LOAM UNLESS OTHERWISE NOTED HEREIN. N
40" (38.07) 32" (37.83) 36' (38.80) 32" (39.56) LEACH NG AREA REOURBIENTS 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C HORIZON" , FOR A Co
NITROGEN LOADING LIMITATION: 330 GPO (SALT WATER ESTUARY ZONE) HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE CO CM
4" --I 20" DI A i-- �- C 1 ; 10YR 5/4; COURSE SAND C 1 ; 10YR 5/4; COURSE SAND C 1 ; 10YR 5/4, COURSE SAND C 1 ; I OYR 5/4, COURSE SAND RESIDENTIAL: 3 BEDROOMS WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. IIIL.
- -- ---- 61" (36.32) 64" (35.17) 60" (36.80) 64" (36.90) x 110 GPD/BEDROOM 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' �
OO ® ® ® � TOTAL DESIGN FLOW = 330 GPD OF COVER. - .v
» _ GARBAGE GRINDER (NOT INCLUDED) = N/A ~ m
3fFffo
® ® ® ® ® ® ® ,.� C2 ; 10YR 6/4 ; FINE SAND C2 ; 10YR 6/4 ; FINE SAND C2 ; 10YR 6/4 ; FINE SAND C2 ; IOYR 6/4 ; FINE SAND
r� 7. THE SEPTIC SYSTEM DESIGN DOES NOT INCLUDE GARBAGE GRINDER F- •-
® V® ® ® ® ® ® N 144" (29.4) 120" (30.5) 144" (29.8) 120" (32.23) PERC RATE = <2 MIN. / INCH (CLASS 1) DISPOSALS. W CO' ��•,
- ®_® ® ® ®_ NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED NO WATER OBSERVED LIAR _ 0.74 GPD/S.F. 8. j(Q THE CONTRACTOR SHALL CONTACT DIG SAFE (AT o C
TO 144" TO 120" TO 144" TO 120" MIN, LEACHING AREA OF SAS. REQUIRED:
•_ RATE= <2 MIN/IN RATE <2 MIN/IN RATE= <2 MIN/IN RATE= <2 MIN/IN 330 GPD/ 0.74 GPD/S.F. = 446 S.F. MIN. 1-888-DIG-SAFE) AND UTILITY COMPANIES TO LOCATE ALL EXISTING UTILITIES, a U
$ 6 CLASS I SOIL CLASS I SOIL CLASS i SOIL CLASS i SOIL AT LEAST 72 HOURS BEFORE THE START OF CONSTRUCTION. THE CONTRACTOR
PROPOSED SYSTEM: SHALL DETERMINE THE EXACT LOCATION, BOTH HORIZONTALLY AND VERTICALLY,
WE VIEW 3 - 500 GALLON PRECAST LEACHING CHAMBERS OF ALL EXISTING UTILITIES BEFORE THE START OF ANY WORK. THE LOCATION
WITH 2.6' OF STONE ON SIDES, 2' OF STONE AT ENDS OF EXISTING UNDERGROUND UTILITIES ARE SHOWN IN AN APPROXIMATE WAY
ONLY, MAY NOT BE LIMITED TO THOSE SHOWN HEREON AND HAVE NOT BEEN z
I CERTIFY THAT IN DULY 2007, I HAVE PASSED THE SOIL EVALUATOR EXAMINATION APPROVED BY THE SIDEWALL AREA: (29.5' + 10')2 x 2' DEPTH = 158 SF INDEPENDENTLY VERIFIED BY THE OWNER OR ITS REPRESENTATIVE. THE �, O
as ow DEPARTMENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANALYSIS WAS PERFORMED BY ME BOTTOM AREA (29.5 x 10) = 295 SF CONTRACTOR AGREES TO BE FULLY RESPONSIBLE FOR ANY AND ALL DAMAGES o �-
CONSISTENT WITH THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 310 CMR 15.017 TOTAL EFFECTIVE LEACHING AREA - 453 SF WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO LOCATE THE sa.
SYSTEM DESIGN CAPACITY = 453 SF x 0.74 GPD/SF = 335 GPD UTILITIES EXACTLY. IF ELEVATION INFORMATION DIFFERS FROM PLAN � �
9' MW.-36• MAX SIGNATURE DATE �� .24, i( INFORMATION, THE CONTRACTOR SHALL NOTIFY THE ENGINEER IMMEDIATELY FOR
SEPTIC TANK SIZING: SINGLE COMPARTMENT=330 GPD x 200% = 660 GAL
2' PFAS70NE OR � POSSIBLE REDESIGN. AT UTILITY CROSSINGS, VERIFY IN .FIELD THE LOCATION / o w
GE�OTE7W FABRIC ,..:;,.:x."-., •;:.:.. :. .;. ) :..,.h J'r:,..',•ir..>'}j;
USE 1500 GALLON TANK MIN. INVERTS OF ELECTRIC GAS TELEPHONE & DATA/COMM AND RELOCATE IF
=3r F \�. i.'' ^z••l:z.:
7l t
CONFLICTING WITH PROPOSED INVERTS PER THE ENGINEERS DIRECTION. THE
y CONTRACTOR SHALL PRESERVE ALL UNDERGROUND UTILITIES AS REQUIRED.
24' w
S'• F-
r��,�•i������ �cfy�� .:: :s•%•i R'r.ti. ,.i. +l 7 a •:!%;;`t-�c � STONE
E F C1.11IC' UEPT}I 1. -t i;.:.'h• a�;:i.y.,'.:. O O }:-�:< ,-7 /t i j q •.'^^.t,. N
9. THE PROPOSED UTILITY CONNECTIONS SHOWN HEREON ARE SCHEMATIC. a
CONN o 0
40 2.6• FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UTILITY
..
COMPANY. �-
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CONCRETE LEACHNG CHALM DETtt
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D ATE : 10/24/2011
10 0 10 20
0
J
i SCALE IN FEET
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n
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DRAWN/DESIGN BY: SOM CHECKED BY: MWE
0
JOB NO: 2011-053 C A D D FILE: 2011-�D5.'i0M.dwq
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