HomeMy WebLinkAbout0153 LONG BEACH ROAD - Health e.
153 Long Beach Road
Centerville
A = 204 - 024
t
TOWN OF BARNSTABLE
LOCATION ���) LC1�.ci Pec-c, Q.J SEWAGE# Qk�(
VILLAGE Ck k1r-1,i tW ASSESSOR'S MAP&PARCEL 4$' 0
INSTALLER'S NAME&PHONE NO. SC,d iy JF,:&�K S-bW 000
SEPTIC TANK CAPACITY (,rG� , a0 ®Doc
LEACHING FACILITY: (type) VKVA (size)
NO..OF BEDROOMS
OWNER NlelaJ,, 0�-1.
PERMIT DATE: l l COMPLIANCE DATE: IS Ilk
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S.W Feet
Private Water Supply Well and Leaching Facility(If any wells exist on p�
site or:within 200 feet of leaching facility) NA Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) /a t Feet
FURNISHED BY Qe ptw
r wq�
i
t �
A
A,I:: SS', aa: :a® R6= S' �= to
No.c--W/� .- C�-((!� Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pplitAtion for MisposaY 6pstem Construction permit
Application for a Permit to Construct( ) Repair(,ye pgradG,.() Abandon( ) V mplete System ❑Individual Components
Location Address or Lot No. k Ys (-se,LA,q j Owner's Name,Address,and TgJ.No.
�Assessor's Map/Parcel f a
C RJ`t N<<Son A- 3gsa^ C,
Installer's Name,Address,and Tel.No. Designer's Name,Add ss,and Tel.No.
-+ 5 6 _0 aQ aa��u
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(A
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date (10(. Number of sheets ` Revision Date
Title
Size of Septic TWO kS O (*-,GU U.10®eggC Type of S.A.S.
Description of Soil M\cpt):yr--% 5WN3
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 th.
igned Date
Application Approved by Date O
Application Disapproved by Date
for the following reasons
Permit No. �i��^ Date Issued r
No, C=;*w 9 Fee �L✓
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
4plication for �Dl,is oral 6pstem Construction Permit
Application for a Permit to Construct( ) Repair(A U giad; andon 211CImplete System ❑Individual Components
Location Address or Lot No. ,01,0) tie c,,u,, (t Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel 65 f-
N<<5 A- sZ5cv-, ocr
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
cc-A"F`v►•V. k t 3 O',� 'y0c•r�J 4- �� '5 kAe- 5
Type of Building:
t i
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(nl 0)
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
Size~of Septic T t*� c( pX Type of S.A.S. 7k S X �1AC,
Description of Soil
h
Nature of Repairs or Alterations(Answer when applicable) C X t`,&�
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.
iS gned 'T Date a 9 [
Application Approved by g �_ Date
Application Disapproved by Date
for the following reasons
{
Permit No. Date IssuedC-} , l�
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that.the On-site Sewage Disposal system Constructed( ) Repaired(V) Upgraded( )
Abandoned( )by ~J C�� �"� �✓vV
at �~4,, vec, has been constructed in-accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. QQ ftal,-4i dated
Installer �CU ��G �.1/�, Designer
#bedrooms- � Approved design flow—,, 14 I f O gpd
The issuance of this permit
shall not Pe construed as a guarantee that the system. run G"on•as dhsigned.
Date "1 j Inspector�� �,�)I
--------------------------------------
No. ._ fT Fee /00
THE COMMONWEALTH OF MASSACHUSETTS �
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Disposal *pstrm Construction Vermit
Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( )
System located at / � ��tc c", fx d Ck"Ac
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 must be complet d within three years of the date of this permit.
Date I Approvedby,
fJ
Town of Barnstable
sit Regulatory Services
Richard V. Scali,Interim Director
Public Health Division
Md` Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
[� Installer&Designer Certification Form
Date: -1 ��l 1� Sewage Permit# Assessor's Map\Parcel__Q,�b
Designer: 'SMPRFD,3 A,. VkAk> PC Installer: >e_0_T'V_ 1A- 'F�-
Address: Address: 113 Ott YAOy
f U ZtdCaO
On V vk was issued a permit to install a
(date) (installer)
septic system at U, U�.kws *(,, based on a design drawn by
(address)
BIZ=?R-6i 3 i `S, dated L q
(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. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the septic sy stem 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 1J nce with the terms
of the IAA approval letters (if applicable) Sa
installer's Signature) .3'
(Designer'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.
QASeptic\Designer Certification Form Rev 8-14-13.doc
111=115 Town Boundary 205-009 }205=#150
010
123-456 Parcels FY2o18 #.
158
Address Street Numbers
gE
Buildings
G_
Decks/Patios
00 Above Ground Swimming Pools
QO In Ground Swimming Pools
Paved Walkways
Unpaved Walkways
- Paths
® Stairways
iPked Roads
ice'
iftl'paved Roads
: Paved Driveways
-„ Unpaved Driveways BB
Painted Lines 205-02-1
Paved Parking Lots #137:
Unpaved Parking Lots
Bridges
Railroad
�E— Fences -
-0— Guardrails
i —O— Retaining Walls - -.
# )_ o Stone Walls
205-024
-M—= other Walls #,153
Hedges 205-025
QQ Sports Areas #157
Golf Areas
Docks/Piers . .
® Boardwalks .,
Jetties
.- -
Streams 205 026
— — - Drainage Ditches #163
Marsh Areas BB-D
Water Bodies .
X Slot Elevations(NAVD88)
U i)Tt.po 10 fit Contours(NAVD88)
O Topo 2 It Contours(NAVD88)
Wooded Areas {
�.✓ Street Trees
x Catchbasins
Monuments
Lamp Posts ;.r
O Satellite Dish 1" '
Manholes
Q❑Fuel Tanks + B&BE
Utili ry Poles -
Water Tanks
Sig
ns
s
Flagpoles
F
iData Source Human-made features, Disclaimer This map is for planning purposes only. It is 1 inch=28.73 feet N
//��T®11fI1�f Barnstable hydrography,topography,and vegetation were Parcel lines on this ma are only graphic not adequate for legal boundary determination
Conservation Division interpreted from 2014&2008 aerial photos p Y g p 9 g ry � -Feet
P representations of Assessor's tax parcels.They or regulatory interpretation.This map does no
and may have been updated from more current are not true roe boundaries and do not represent an on-the-ground survey. O 5 10 20 30 40 W E
http://www.town.barnstablc.ma.us property ttP P g Y� �
200 Main Street,Hyannis,MA 02601 sources.Parcel lines were digitized from represent accurate relationships to physical Enlargements beyond a scale of 1"=too'may
Town of Barnstable P# 1`5�0'55
Department of Health,Safety,and Environmental Services
oFTM Public Health Division Date
, � o* 367 Main Street,Hyannis MA 02601 -,
tib
BARNsrAete, = I
KASS
'°rso yq.l" Date Scheduled J // Time ` Fee Pd. ry
` 1 0,
Soil Suitability Assessment for S - e Disposal
rw�
��Performed By: 45 ) �. / 5 R4!�7 Witnessed By: ut i
LOCATION & GENE IRAL; WORMATION : o'6
Location Address S3 L0la C. 13 C-0'r_ 1A _tZ� Owner's Name Q(ZR
C7e,_-5—,r__e.V L L L C Address
Assessor's Map/Parcel: Zito.S/Z Engineer's Name!STI-%'3 1*.AA-5
NEW CONSTRUCTION REPAIR Telephone# Sy8 3!0 2. $ 1 s Z_
Land Use 1Z L-:5/Z> A—rr' Slopes(%) 2- Surface Stones v
Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft
Drainage Way ft Property Line /U ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
C L—� 7-Z,-A- V I L_t_ its v
N
4JiS3 t
U
\U
Parent material(geologic) Depth to Bedrock ?Du f
�f
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face
Estimaien Seasonal High Groundwater
ION.POR ��AONA' G '4a`A'E aA ,E
_.:
Method Used. &Se Depth Observed standing inobs.hole el in. - Depth to soil mottles: in.
Depth to weeping from side of o s.hole: in. Groundwater Adjustment 0 ft.
Index Well#1f1W 2-f. Reading Date: [p__ Index Well level _ 4�'-7_ Arij.factor _�_ Adj.Groundwater Level
PERCOLATION TEST pate Ttme; 7
Observation
Hole# / Time at 9"
Depth of Perc �V Time at 6"
Start Pre-soak Time @ U'64 Time(9"-6")
"nd Pre-soak L pS
Rate Min./Inch L 2—
Site Suitability Assessment: Site Passed_� Site Failed: Additional Testing Needed(YM)
Original: Public Health Division Observation Hole Data To Be Completed on Back j
Copy: Applicant
DEEP OBSERVATIO EN HOL LOG
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency,% ravel
/D,iX '��
/vY47/3
DEEP OBSERYATI(JN HOLE LOG Hale#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
° Consistenc %Gravel
DEEP OBSERVATION HOLE m. Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency,%Gravel
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency,%Gravel
. i !
Flood Insurance Rate Mao:
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? V67S
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 of Environmental Protection and that the above analysis was performed by me consistent with
the required training,e p rtise and experience described in 310 CMR 15.017.
Signature Date
0
+
r
r---r -..
CENT ER V I L L E RIVER
ACCESS COVERS MUST BE WITHIN 9` MINIMUM COVER MIN 2" OF PEASTONE
CBIDH FND 6' OF FINISH GRADE OR FILTER FABR I C
SBITTEEDOEOF
-
tOP OF BANK AVER 8.83 FIRST 2' TO 4' PERF PIPE
3/4" - / 1/2" 0/A.
BE LEVEL 7.6 MIN DOUBLE WASHED $TONE
4- DlANPIE 6.8
6.65 6.33 W" o opo p�o4 0 0 0 o osro/o
_ BorroM - 5.5
6.90 r GAS BAFFLE 6.5 6.25 END CAP 6.0
\ I eM. ,NAG NAIL sEr+ 3 OUTLET
\� t EL-3.70 D-BOX ' 17'x 35• LEACH FIELD
L O ,�V G B EA Ciff RO AD 1 ,,-�� 1500 GAL H-20
\\\ SEPTIC TANK 6" CRUSHED STONE OR
2 J.5 CBIBR/fN F �� \ ,1.4 COMPACTED BASE = r,RwwwarER EC OBSERVED AND
Jo,rEv
107'f CBIDH FND --4-�� PROF l L E : NOT TO SCALE
_ --�` _ ---- UP Ia
FROM RIVER INVERT ELEVATIONS : DES l GN CR I TER l A : GENERAL NO TES :
INVERT AT 8UILDING: 7.16 DESIGN FLOW:
__ 6 --__- o 6.90 4 BEDROOMS AT l 10 G.P.D. PER I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
INVERT IN �,EPTIC TANK:
�k, 6,$ ` INVERT OUT
SEPTIC TANK. 6.65 BEDROOM EQUALS 440 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY.
+ .INVERT IN DIST BOX:
6 5 NO GARBAGE GRINDER 2. VERTICAL DATUM IS NAVD 88. FOR BENCH MARKS
i INVERT OUT DIST. BOX: 6.33
� INVERT IN LEACH FIELD: 6.25 SET. SEE SITE PLAN.
- ' rPt2 „ SEPTIC TANK REQUIRED:
6
/11 INVERT END LEACH FIELD: 6.0 440 G.P.D. X 200w - 880 GAL. J. ALL CONSTRUCTION METHODS AND MATERIALS AND
ll TP#1 }-I 5 BOTTOM OF LEACH FIELD: 5••5 SEPTIC TANK PROVIDED: 1500 GAL. MIN. MAINTENANCE OF THE SEPTIC SYSTEM SHALL
' - ADJUSTED GROUND WATER: 0. / CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
6 ��f '- I - OBSERVED GROUND WATER: 0. 1 SOIL ABSORPTION SYSTEM REQUIRED: BOARD OF HEALTH REGULATIONS.
loo' FROM DUNE BOTTOM OF TEST HOLE +2: -0.5 DESIGN PERC RATE t 5 MIN/INCH
INDEX WELL M/W 29. ZONE A -SOIL TEXTURAL -CLASS - J 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
6.7
PATIO l � APR I L 2018 READ I NG-5.7', ADJ-D' EFFLUENT LOADING RATE - O.74 GPD/SF AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
t l00"FROM RIVER 440 GPD / 0.74 GPD/SF - 595 S.F. REQUIRED THAN 3' 1N DEPTH SHALL BE CAPABLE OF WITH-
EXISTING 20. 10' STANDING H-20 WHEEL LOADS.
DWELL!NG
s.' S"•. PROVIDED: 35'x 17' LEACH FIELD, A-595 S.F.
595 S.F. x 0.74 - 440 G.P.D. 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
DECK ;N , 8: APPROVED EQUAL.
..........:.:.: LEACH FIELD
o l •4 :::�: +a.2 6. SEPTIC TANK AND D-BOX SHALL BE REINFORCED
L ' ' ' ' M;�� SOIL TEST PIT DATA$
DECK *� PRECAST CONCRETE OR APPROVED POLYETHYLENE.
i
INDICATES _7 INDICATES BOTH SHALL BE WATERTIGHT, D-BOX SHALL BE WATER
O 8 i PERCOLATION _. OBSERVED
N / TEST GROUNDWATER TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
m /
Co x / :•:I��::•:::�•:•::�':•�:':•:: OUTLET.
f+ �, CESSPOOL t TP #/ P#15655 TP #2
"a 0" HORIZON TEXTURE COLOR 7 / 0" HORIZON TEXTURE COLOR 6 8 7• BEFORE CONSTRUCTION CALL
SO' FROM DUNE D-BOX I-888-01 G-SAFE AND THE LOCAL WATER DEFT.
.......... .
+J 4 o I500 GALLON LOAMY IOYR LOAMY IOYR
SEPTIC TANK ' o A SAND 314 '� -SAND - ' - -314 - FOR LOCATION OF UNDERGROUND UTILITIES.
\. w o 9' - - - - - - - - - - - - - - - 6.4 9' - - - - 6./ _ _ -
50LI0 BARRIER FENCES AT CESSPOOL -
m O w 1
8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
CC
WORK L/M/T LINE Wl TH PURPOSEDES 1 GN ENGINEER TWO DAYS PRIOR To CONSTRUCTION
OF HELPING CREATE SAND x ;� C f MED I UM IOYR C f MED I LaM IOYR OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
BUILDUP ON OCEAN SIDE TO i o - -� 40' SAND 713 SAND 713 CONSTRUCTION INSPECTIONS,
HELP PROTECT PROPERTY AND
HOUSE AND TO KEEP SAND FROM
ENCROACHING ON PROPERTY WORK L IAII T WOOD 4 W/RE�FENCE 9. EXISTING CESSPOOLS TO BE PUMPED DRY AND
HEIGHT LESS THAN 32" --' 8.2+
BACKFI LLED.
84" 0.1 81" 0.1 10. ALL UNSUITABLE MATERIAL (A d B HORIZONS)
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
88 -0.2 88" -o.s FACILITY TO BE REMOVED FOR A DISTANCE OF 5'
AROUND AND REPLACED WITH SAND IN ACCORDANCE
8.2 TOP OF REVETMENT FLUSH WITH GROUND+B•3 {-&2 DATE: MAY 1. 2018
+,
WITH TITLE s.
BACK EDGE OF DUNE H TEST BY: $rFPHFN A94AS
v WITNESSED BY: DONALD DESMARAIS
PERC RATE: l 2 MI NII NCH
COASTAL DUNE
_-ENTtRf-PARCEL I S
W f TH f N FLOOD ZONE VE \ - S E P T I C SYSTEM DESIGN
` ! S3 LONG BEACH ROAL . MAP 2O.S . fP,4RC�L 24
------- \ ` ,
-- --_- B A R N S TA E3 L
_- -_-____ ____ t CEN TER V l L L E ) IY1 A
_ -_._ . ----$----------- _ - �- ____ 1�f-- - - - - - - - - - - - - ___=== =� --__ __ _ 8 '
-- -- 6--------- 6 ►LAC �/ P R EPA R E'0 -' OR
5� -- -` ---COASTAL BEACH _" LEGEND N E7 L �'j O N SUS ,A N O Fes' R
N CB CONCRETE BOUND
50,E ~----- _W WATER LINE S CA L E : l - 20 .J UNE' 18 , 2018
`4-----_ 'P HYDRANT
_G GAS LINE STEPHEN A HAAS
- OHW--- OVER HEAD WIRES
GR•4,GV,LLE BEA�y RD _ ENGINEERING
WR _ .ACK L I� �y'� # LIGHT POST
�'-"-"` --E- UNDERGROUND ELECTR 1 C LINE r ti� ''•~ P . 0 Box 16
ROAD
-T_ UNDERGROUND TELEPHONE LINE "~ South Dennis , MA O 2 6 8 O
//� � 5 O€3 � 3 6 2--5 1 3 2
oNG gEa�N L OCUS �� cif 1 ,} `
NA NT UC.KET SOUND -crv- UNDERGROUND CABLEV I SION LINE /��� ��
+40.4 SPOT ELEVATION
tNAfNTUCKET ,SOUND 40-••.... EXISTING CONTOUR
L O CV S MAP D /0 20 40 1401 PROPOSED CONTOUR JOB NO: l 8-0/3
lw)�
CENTERVILLE . R11
THIN 9' MINIMUM CO
ACCESS CO VER S MUST BE WI
C,91DH Flk
SIDN '6- OF FINISH GRADE 09 FILTER FABRIC
MIN 2' 01F PEASTONE
VER
4* PERF PIPE
; Top OF SAWArEw OF RIVER
FIRST 2* TO
114' - 1 112' DIA.
DOME 04SWO STORE
BE LEVEL
7.6 MIN
p/
o 4
n r
S-9-ft ArfAf
f
7.
8OTr0M - 5.5
OAS oft*. OIL
6.90 6.5
BM. AUG MAIL BAFFLY EAV CAP 6_-O
SET+
3 OUTLET,
-Box
17'x 35* LEACH FIELD
J500
W;
LO G '4 'C
Ro A
GALL
H-20
OR
SEP TI C. TANK 6 CRUSHED S rONE
5 CV1819)(N Ffi0
ti L4 L
'COMPOACAurD BASE
t
OSSERWD AM A&WTED
GROUAVWATER. EL-O.I
1017
COIDN
FAID 41
UP 12 PROF ILE. N' OTTO SCALE
'INVERT ELEVA
j ONS' ..
FROM R I WR
T.I DESIGN' CRITERIA : GENERAL NOTES :
7.16 DESIGN FLOW.
i NYER r A r motNo..
I. THIS PLAN IS FOR THE DESIGN AND CONSTRUCTION
45 6.90 4 BEDROOMS AT 1/0 G.P.D. PER
I NVER T NK:
IN SEPTIC TA
6.65
INVERT,OUT SEPTIC TANK OF THE SEWAGE DISPOSAL SYSTEM ONLY.
v + BEDROOM EQUALS 440 G.P.D.
T., BOX.,
6.5
f I NVER T IN.DIS
6.35 AO GARBAGE GRINDER 2. VERTICAL DATUM IS NAVD 88. FOR BENCH MARKS
INVER
T OUT DIST.
BOX:
5 ''' I SET. SEE S I TE PLAN.
6.2
I NVER T IN LEACH FIELD.�
rP*2
sirrilc TANK RE49UIRED
6 6-0 '440 G.P.D. X 20OX - 880 GAL.
INVERT END LEACH FIELD.
3. ALL CONSTRUCTION WT14ODS AND MATERIALS AND
5._5
7 mAimTENANcr OF THE, SEPTIC sysTrm SHALL
BOTTOM OF LEAICH FIELD: SEP VIDED: 1500 GAL MI N.
4 5� TIC TANK PRO
CONFORM TO MASS. D.E.P. Ti TLE 5 AND LOCAL
USTED GROUND WATER: 0. 1
0.1
RED
OBSERVED GR 0 UND WATER. SO L ABSORPTION SYSTEM REOUI BOARD OF HEAL TH REGULATIONS.
100 FROM DUW
-0.5
00 TTOM OF TEST HOLE *2: DESIGN PERC RATE 5 MINIINCH
$OIL TEXTURAL 4LASS - 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
6.7 f A(DEX OEL L MfW 29, ZOkE A
EFFLUENT LOAD ING RA TE 0.74 GPDISF AREA$ SUBJECT TO VEHICULAR TRAFFIC OR GREATER
'FROM R I VER
APRIL 2018 READING-5.7 ADJ-O
PATIO
106 440 GPD 0.74 GPDISF 595 MAN J' IN DEPTH SHALL BE CAPABLE OF WITH-
REQUIRED
EXISTING
STANDING H-20 *EEL LOADS.
20*
th'
DWELLING
�595 S.F. x 0.74, - 440 O.P.D.
'PROVIDED-* ,J5'xlI7 , LEACH FIELD. A-59,5 S.F.
DEC 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
ED EQUAL.
APPROVE
-LEACH FIEW
.... .... ..
7. 6.
SEPTIC IANK AND D-BOX SHALL BEREINFORCED
L� TEST, P1 T DA TA
PRFcAsr CONCRETE OR APPROVED POLYETHYLENE.
DECK
.... ..... ..
rES BOTH SHALL BE WATERTIONT. D-BOX SHALL BE WATER
PERCOLATION OBSERVED
TES r GROUAVIVA TER TE$TRD FOR LEVEL.; WHEN THERE IS MORE THAN ONE
OUTLET.
.............. 'rip
OL
MR IZON
"DIG-SAFE".
0
COL
OR
kOR I ZON TEXTURE OR 7. BEFORE CONSTRUCTION CALL
50 FROM D(M TEXTURE COL
7.1, 0 6.8
+ 1-888-DIO-SAFE AND THE LOCAL WATER DEPT.
L OAMY, IOYR IOYW
A A SANO
I SOO GALLON
SAW J14 .514 FORLocArION OF UNDERGROUND UTIL ITIES.
SEPTIC TAW
- - - --- - - - - - - - --
CESSPOOL
6.4
PURPOE7�
L ID BARR I Eft FEACES
so r
A
8" SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
OW L IMI T L INE Wl IN
TE SANO
OF HELPI
NO c*EA
DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION
To�
ON OCEAN SIDE I
AED I IOYR C I ;'A"JiM
OF THE SYSTEM 7'0 ALLOW FOR SCHEDULING OF THE
IOYR
C/
SAM 71's
HELP PROTECT PROPERTY AAO CONSTRUCTION INSPECTIONS.
AA0 HOUSE'AND TO KEEP'SAD FROM
'ON PROPERTY WRK L IMI r
NWV VRE WORK
HEIOHT LESS THAN J2
9. EXISTING CESSPOOLS TO BE PUMPED DRY AND
+1
A CXF I L L ED,
N7 0.1
4
0.1
/0. ALL uNsuirABLE MATERIAL IA A 8 HORIZONS)
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
-0.2, se _O.s
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