HomeMy WebLinkAbout0758 PHINNEY'S LANE - Health (2) 758 ' Lane
Centerville
1■■■■■■■■■■■■■■■■■■�■■■■■■■■■■ ■■■■■ ■■■■■■■■■■
IN■ ■■■■■■■■■■■■■■■■■�■■■■■�■�■■■■■■■■■■■■■NONE
1■■NNE■■■■■■■■NN■NNNNN■■N■■N■NENNN■■NNNN■■N■■N■
�INNNNNNN■■■NNE■NN■■NNNN■ENNN■■NNNNNNNNNN■NNNNN■
ION■■■■■■■■N■■■■■■�■■■N■■■■E■■NNN■■NN■NNN■■■N■■
',INNENNNN■■NNEEE■■N■EN■■NON■■■NEE■■■■NN■E■ENNNN■
1■ONN■NNE■■■■■■■■NNNEE■■NNNNNN■■E■N■NNNN■NNN■■■
�NENN■■NNENNE■■N■■NNE■■NNN■NN■NNNaNNNNE■■NNNEE■
IE NONE NNNNNNNNNNNNN■MEMO■EENNNNNE■■NEEEEEEEEEEE
';IOON��NNNNNO■EON■N■O■NNENNNEN■■NENNNNNN■NNE■■■
I■■EEEE■E■NNE■■■N■N■■E�NEMEEMEMO MEME
NNE NE■EEE■■NENENNE
rNENNNN■■■NNE■■■NNE■NEE■■N■NNN■�■ENNNNr■E■NNNN■
OEM■■■■■■■■■OO■■O■PO■OOYPRIMICJ■■■■■■■■■■■■III
OOOOOO
■■NEE■■■EEO■■■■■■■� .�=� T 1 = ■N■NNNNNNENO■■SEEM
WN
S
E■NNE■E■■E■EEE■■O■!!!!# l !'■■■■aEEO■■E■■■■®■■■■EO
1EEEEE■■N■■EEEEEMEMEM, '�1, 1,E■.N■■■NE■■■■E■■■■■■■■■
1MESON N■ENNE■E■■■■■■NEE■NEN■■■E■■■■■■■■■ENEE■EEC
1EO®EEE■.®®®®EE®®®®■®®®®NOON®®NOON■®®®NOON■■®E■
■EN■E■O■EEO■■■■■■■■E■■■■■■■■■■�■■■■■■■■■■■�■s■i
ION■N■ENNN■■NNN■ ■■ ■■■N■E■■■EEEE■■■■�■■■■■�■®I
1■■EEO■NNEE■ MEEoNEOEOM E■■NEE■■■■w■■Ow1
■■■■NE■E
INN EE■■EE■■ MEE■■■■IIII■■■■EN■E■NEE■■■NNE■■■ENE■
MENEM
CIO■■OO■■■■■NO■■O■N■■■ON■■■E■OO■■N■■N■N■■■N000N��
IN■ ■N■■ENNEEEEEEONE SEEN■■■■■ ■N NEE EEE■■■■■
i■■■■■■■■■O■■■■■■■O■EEO■O■■■OO■O■■■■OO■■■■■O■OOP
IN■■NNE■NNE■■■■ ■■EEMEMEm MEMM■OMEE■■■� ■CNN ■ !
INNS■■N■■NN�ENN ■N ■N�■■■ ■�N �■ ■■NEE MINN 0 E■
CIO■EO■NNNEE■■E■■Et■■■■■■E■■■■■■■E■■■■■■■O■■■O■O
�1■■■■E■■■■v■EEO■■�E■■�E■■■■■■EEEE■■■ �■ ■■■ENE
IN■IMMEMEMEMOMMEME
■OEEE■■Et■■■O■■■■■■O■Et■®■■■■EtEE■■OE■EEO■
�EE■■■■E■■■■E MEMO
INN MUSEEMEMEMEME SOMEONE Mom
E■E■E■N■■■■EEO■■■■EE■ENNN■EEEEEN■ OE■EEMEONEN
IMMEME
INN
'1■■■■O■■■■■■■oO■O■O■O■■■■■■�■■NNE■■■■■�■■■■���
��■■■■■■■■■ ■■■■■■■■■■■■■■■■■■■■■
■■■■■■■■■■■■■■
��������������■■■■■�■■■■■■■v■■■■■■NEE■■■■vE■■
TOWN OF BARNSTABLE
LOCATION '�'S$ ��; nn c c{5 LO SEWAGE# Z O 1 L- 18
VVILAGE ASSESSOR'S MAP&PARCEL ZS1 - )Ls
INSTALLER'S NAME&PHONE NO. (,3+p B EAC_%yaA iO^ 911- O6S3
SEPTIC TANK CAPACITY /000 90-)
LEACHING FACILITY: (type) 2•S00 qo.► I-)C (size) 13 x Z S
NO.OF BEDROOMS Z
OWNER C1I-�ae�i�ca �o-OG
PERMIT DATE: G- 2 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
A2'P�•�
O
so
A a
4-7 ��i�neu�l 'u►^e
TOWN OF BARNSTABLE
VT�OCATIONS ,���U SJ �_/,tM SEWAGE #
ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO.
VSEPTIC TANK CAPACITY
LEACHING FACILITY:(type)jk) .- ,5 1 Qboj (size)
LNO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER
B-INSR OR OWNER
DATE PERMIT ISSUED:
DATE COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes No
S6#
I
b
r ' �SA3N�+�Nd d �
C w 95L -iF a
i 01j'ti Q3HSi�l1�34 S L13w$
y CMOs-
doydi � �
�I � w 3•.Sf.oz � r�
' I
i
wt BSI 15
No. 00( 1 Fee v
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es
01pplitation for Misposal *pstrm (Construction 3pPrmit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
0
Location Address or Lot No. 11 5$ i n8 Vi karat- Owner's Name,Address,and Tel.No.
�vl Assessor's Map/Parcel 9 o(ce1 116 aho e iTY (J n `5t4 36 y — PO 7e
Installer's Name,Address,and Tel.No. Designer's Name,Addres and Tel.No.
J3-f' �Xcavahon 6 09- 477-1��� V� ° Q A 50k-9-33 - v0q 1
Type of Building:
Dwelling No.of Bedrooms \3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.requi ed) �` gpd Design flow provided gpd
Plan Date g I Number of sheets Revision Date
Title
Size of Septic Tank-el 14-ti(1G 10DO Q0,1 Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) HZU d p DX o;Q Sly
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 ealth.
Si Date A3 f
Application Approved by Date 6 ,
Application Disapproved b Date
for the following reason
Permit No. 7,6 C(� �� Date Issued Z
1`, 5
fi No. :Q r 1 fJ Fee g 6 .
j'.
I THE COMMONWEALTH 6F MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es
Tipplitation for Misposar Opstem Construction permit
Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. r<5 gP h f f1 n ka( Owner's Name,Address,and Tel.No.
Assessor's Map/Parcel � c � i f�uf4e� t15 a hoe i ' S0K"36'� - �O 7$'
Installer's Name„Address,and Tel.No. Designer's Name,Address and Tel No.
\1N 00u i eSb(co va.fion 509 - y'77-Ob� sA551 M,t 50 k-9-33 - no q 1
Type of Building: -
�\ Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building 5 f d No.of Persons Showers( ) Cafeteria( )
Other Fixtures'
Design Flow(min.required) 13 31) gpd Design flow provided gpd
Plan Date + g I I Number of sheets Revision Date
Title
Size of Septic Tank-el 1511 n G WOO as I Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) )12,o d 6 D X a 5a::� qqJ•&ha rn be4,5
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 oardp1Jjealth.
Si Date ..5 31 11 to
Application Approved by Date 6
Application Disapproved b Date
for the following reason
Permit No. /D 1'f? 8 Date Issued Z
---------------------------------------------------------------------------------------------------------------------------------------
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 r°l (f \f n A 1 o n
at rl K qh w n a\j s Q&n,R_. has been constructed in accordance
with the pj-QyAsions of Title 5 and the for Disposal System Construction Permit No! 1b - dated 6W Zo 1 6
Installer V A + C Iif/ 1/ Designer \I -A.5 t)nto, ic'
#bedrooms ) Approved design flo ? /} gpd
The issuance of s p rmit shall not be construed as a guarantee that the system ill fun tion as desi ed.
Date ( N Inspector '
No.--------------- ---------------{-----------=----------------------- ---------------------------------------------------- --
Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
r Disposal *pstetn (Construction Vertnit
Permission is hereby granted too struct( ) Repair( ) Upgrade( ) Abandon( )
System located at ll.Q f
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:Co struction must be completed within three years of the date of this pe
Date Co
Approved
Town of Barnstable
Regulatory Services
i Richard V. Scali,Interim Director
BARNM� Public Health Division
s634. ♦`°
u► " Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer & Designer Certification Form
Date: Sewage Permit# Assessor's Map\Parcel
Designer: V/�/ Installer:
Address: A -&/ Address:
On /6 � �1-,-7 was issued a permit to install a
(date) (installer)
septic system at based on a design drawn by
(address)
' /1SSACI_fle dated
(designer)
C,"'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."W"le
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 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 ' ,c,�o�npliance with the terms
;..
of the IAA approval letters (if applicable) ,
RIN
7o rt
OINE
(Installer's Signat e) $n _ 7
L..,a i%�OiT f1��P rya
(Designer'sSignature) (Affix Designers 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
■NNNN���NN■NN■N� E■so ME
MENEMSEEMS MOMMEMEMEMESE MEMO
■ ME
MEMNON
MONSOONS
OEM
NESS MOMEMEMEMS MENEEMEMEMEMEMEM
MEN MEMEMEMMEMEME OEM MESSES u ■■gym ■■�N
OEM SEEMMIS MEMEMOMMEMMEMEMEMEM so
OEM MENEM MOMMEMEMEMME SEEM
MEN MEMO MOMMEMEMEMEME mom
MEME ME
m� so enH���� u■ H 0 E
mom MONSOON EMEMEMEMMIMMEN ME
mom Boom M SOMMOMMEMEMES SEEN
MEN M 0 ME
MEN mm 0 mom
EMS mom No 00
Ems Ems
mom m no ON MMmom
Ems ME MENEM MENEM
MOM SEEN 0- EMS MOEN
!SMMEN ON
-----------
mmmmmmmmmmmi ==Mimi mm
MMMMMmMMMMMMM
MMmMMMMMMMMMM
l Mill
eCiii�iiii■i��i'ii �'�MiiiiMCC■ cmmI
MMMMMiii ��■�•� ■Ciii: i�i=i��ii��iimmm ie°�
ii�'i:���i°eii'�ii�'iiiC::C•"Ci,iCii
Town of Barnstable. P# 14'60?
°* Department of Regulatory Services
wt�
Public ' �tnnis'MA
Division Date
•,may, 200 Main !eef; 02601
A.
Date Scheduled 1 S Time Fee Pd.
W
Foil Suitability Assessmenl for Sew e 'sposal
Performed By:
�S�o eig7�S Witnessed By.
i
LOCATION&GWWItXL INFORMATION
Location Address'. �/ i1 Owner's Name
Address
Assessor's mapffl4teei: .z���/� Engineer's am
N13W CONSTR U ON R13PAIR _� Telephone# 17 L7 7
Lana Use ,�s/�/.L 77FiJ Slopes(96) P surface Stones &1tK9
Distances from: Open Water Body —' ft Possible We i Area -_ft Drinking Water Well ft
Drainage Way
A. Property Line .___Za —ft Other it
SKETCH:(u�treet name,dimensiod6f lot,exact locations of t tholes Bc perc tests,locate wetlands in proximity to holes)
\� 1
\ GO
NL
v�2 ,
rot 4/.
Depth to Bedrock _It-
Parent material(ged to .c gr )
Depth to Groundwatdr: Standing Water In Hole: 1260#e W'eeping hom Pit Face ....:.s�.�
Estimated Seasonal#)41gh Groundwater
DItTERNIIN TION FOR SEASOkAL HIGH wATER T'AgLF
Method Used: lo.. Depth to Gall In.
Depth C�trgerved atanding�in obs.hole whtw Adjustment fr•
Depth tolweeping from aide of obs.hole thator•.,,._�. Adj,Oreundwater Tavel.•,._.
Index Well#._ Reading Dat ell level -- Adl•
` 1
PE COLATION TEST . Dato
Observation I Tune at 9" ..-.----
Hole# 1
ems}t� Time at 6"
Depth of Pere --- ..�..�..__..
. O'
Start Pre-soak 71me.06 -- ,
End Pr"oak
Rate MinJlnch ! .
Site Suitability Assepsmenb Site Passed
Q S Site Failed; Additional Testing Needed(YIN)
Original:.Public Halth Division Observation Hole Data TO Be Completed otl Back--------
• ***If percola iQn testis to be conducted within 100' of wetland,:you?mistfirst_ nOt�9 the
Barnstable C64servation Division at least one(1)week prior to beginning-
66
Hole#
DEEP OBSERVATION HOLE LOG H
Depth from Soil Horizon Soil Texture Soil Color Soil ' older
surface(in.) (USDA) (Miliudi) MOWing (SINCUIfEt Stones,BOUIdC(S
asistency. v
r s Z �!l
ra•'.w' d
�_ d C.� Qf'S^P. � � � •
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.
A D
D V&5Ar
DEEP OBSERVATION HOLE LOG Hole#
Depth from• Soil Horizon Soil Texture Soil Color Soil < Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
' I
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color $011 Other
Surface(in.) .• (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Flood Insurance Rate Mal):
Above 500 year flood boundary No— Yes r.),—/
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 t?attlrally occurring pervio aterial exist.in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pervious material?
Certification /^ -
I certify that on Q 1� ' (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,expertise and experience described in 3.10 CMR 15.017.
,
ate
Signature D •
01
a ASSESSORS MAP: 251
' GENERAL NOTES:
OCUS + Maximum Feasible Compliance
PARCEL: 115 Title 5 15.405-
° -
ss o �. REFERENC�:10 L.L.C. 30367A •, 1. VERTICAL DATUM: _ Assumed_________
2. MUNICIPAL WATER _ �S__ AVAILABLE.
o. �¢;°, FLOOD ZONE: X Town of Barnstable 1. 0.9' variance, proposed 3.9' of 3. SCHEDULE 40 PVC PIPE TO BE USED THROUGHOUT
o425001 C' S62J(07/16/14) cover over leach facility SYSTEM UNLESS OTHERWISE NOTED.
°o��� MHC DRA N 4. ALL PRECAST UNITS TO CONFORM TO
AASH TO: H=10 & H_20
¢, \ 5. PIPE PITCH-1/4" PER FOOT UNLESS OTHERWISE NOTED.
6. ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE
(�� � WITH MA ENVIR. CODE (TITLE 5) AND LOCAL
LOCUS MAP T.S. �S IKEO SET 0 �Onc Re �? REGULATIONS.
- 98.. poirli ti CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES
IP F / 'n9 Wop ��,°� PRIOR TO CONSTRUCTION.
S, LEGEND:
A)20 97,48/
' s9--�- PROPOSED CONTOUR
/ Coo // / 0,J9, \ 97,00 F9-gil PROPOSED SPOT GRADE
rno c-*,72 93.71 9 .16 40 - EXISTING CONTOUR
v 97,5
M92� 1 85 X 30.23 EXISTING SPOT GRADE
0
v99,83 (� 0 x 97.06) x 92.39 TEST PIT
/ 18IN TREE She ® EXISTING WATER SERVICE
9�,54 92.29 oXo WORK LIMIT LINE
�\ \ 95.7 _ \ Existing 1000 gal
�a \ x onc. W-a x 94,403 Septic Tank to Remain 92.6
4 �-7 O 93,34 Benchmark set: �� �F y41
x 99.12 \ x 97.93 t1io2' SPIKE SET 93.99 Left cor. conc. pad f9�y
100.01 \ \ k° o AMY L.
4t \ orange paint g VON HONE
Lot 11 o De
93.85 / EL.= 93.22 (Assumed) o y
No, 1068
' 11,656f S.F. 96 �98\ ck 3, 4R��A 96,6 3\ �FGISTER��
Q o 0.3t Ac. 99,13 CO �00 v J 7, o
Map 251 Stone sq
100,11 I ,�h `- o Shed �y2-
a Parcel 115 �0 oo Patio
0)�0
-0 1`^ NOTE: This plan is to be used for septic
100,07 V. Deck 1 ® � \ system purposes only and is not to be
o \ considered a property line survey.
\ 699,43 S r , _ G D \
joo ,229 ,37:1. E � �o
Nw. \ 758 PHINNEY S LANE
100.03 \ O 6 9.48 9.28
6, N \ V H CENTERVILLE MA
\ S 99.62
\ 99.03 TH- Ve t w/ Filter\ associates FOR:
0,72 / / 99,75
UP 3 8-5 0.5 V TH-1 8 Z� 1' \ sync sYsreM s� s oEcw
Charity Pope
Rood
NOTE: Entire backyard is occupied b shed R0 99.66 --� 10 \ Sandwich, MA 02563 212 Eureka Avenue
Y P Y
structures or landscape walkways and patios. \r�o 99.64 N 7552'40„ \ 508.833.0041 Silverton, OR 97381
Remove, as needed, for installation of proposed 41•390 W
leach facility. Location of failed leach W+0 SERVICE 99.59Ed9e Of
k Surveying er
pits/cesspools are approximate from BOH As-Built, P .
Terry 2 Warner.P.L.S.
and must be pumped and backfilled. Sewer line e HoWch"A M DATE REVISED SCALE SHEET No.
n9f9,51
exiting foundation is existing and to be confirmed. O 99.74 (508) 432-8309 05/18/2016 1" - 20' 1 of 2
MAG SET
1
l
Provide Riser over D-box NOTE: All components to be marked with NOTE: To prevent breakout, final
T.O.F. (Full with Walkout) to within 6" of final grade magnetic toe or similar prior to final cover.
High EL. 99.48\ g p p grade of EL. 94.6 to be carried
(Cover to be watertight) out a minimum 15' beyond edge
F.G. st 92.7-99.4 F.G. EL: 98.27 F.G. EL: 98.5 Maintain Min. 2% slope over leach facility to of leach facility.
Existing revent ondin
F.G. EL: 98.5
Install risers w/covers over inlet and Min. 2" of 1/8" - 3/4" Washed Stone or Ins ection Port within 6" to grade
outlet to L=15' Access Co eirsi min.. 20"final diamr per Code)ade Geotextile Fabric ;
Exist. Invert (
EL. 94.98 4" SCH 40 P . 8 L=20' 3/4 - 1 1/2 Double Washed Stone
Cast Iron PVC 4" SCH 40 PVC 4" SCH 40 PVC Top of Peastone or Geotextile Fabric EL. 94.6
( / ) CAS=6% 29av1 10,
ia• ®S=1.5% 1 ®® a® „
6 @S=0.6% 0.5%MIN a1 9a®a 24 Eff. Depth
EL. 93.82 EL. 93.53 eaaaaea TBottom :L 91.4
EL. 94.07 Install Gas Baffle EL. 93.7
PROPOSED DB-3 EL. 93.4 Use 2 - 500 Gallon Precast Chambers
H-20 DISTRIBUTION BOX (H-20) with Double Washed Stone 5'
Watertest for levelness 4 Ends, .8 Sides
(Install PVC Inlet & Outlet Tees) '
S E P TI C SYSTEM PROFILE (25 x 12.83' x 2 )
EXISTING 1000 GALLON if more than one
H-10 SEPTIC TANK outlet EL. 86.4
N.T.S. Bottom of TH-2
SOIL LOG DESIGN CRITERIA
SOIL EVALUATOR: AMY VON.HONE, R.S. S.E. #2517
Number of Bedrooms: Existing 2, Min. Design 3 Bedrooms INSPECTOR: DAVID STANTON, R.S., BOH ADDITIONAL NOTES
DATE: APRIL 25, 2016 10:00 AM Soil Type: Class I
Percolation Rate:
PERMIT: #15027 <2 min/Inch
PERCOLATION RATE: <2 MIN/INCH IN C1 1 Contractor to confim soil suitability prior to installation. Contact
BOH and Design Sanitarian in the event of varying soils from original Daily Flow:soil test. 110 G.P.D./Bedrm x 3 =330G.P.D.
g Desin Flow:
TH - 1 TH - 2 330 G.P.D. (Min. Required)
EL. 99.03 EL. 99.0 2. Pump and remove/backfill Failed Leach Pits/Cesspools. Any Garbage Grinder: Not Allowed
contaminated materials within 5' of proposed Leach Facility to be
Fill/A Fill/A removed. Leaching Area
Sandy Loam Sandy Loam (330)/0.74 = 445.9 S.F.
10YR4/1 10YR4/1 Required:
12" 98.03 10" 98.17 3. Water line to be sleeved at any sewerline crossings and within 10' 330 G.P.D. x 200% = 660 G.P.D
B B of any septic components, .as needed, per Water Department Septic Tank Required:
Sandy Loam Sandy Loam requirements. Contractor to verify location of water line prior to Minimum 1000 Gallon (Existing)
10YR5/8 10YR5/8 construction.
36" 96.03 32" 96.33 Use 2 - 500 Gallon Precast Chambers H-20 with
C1 C1 Double Washed Stone: 25' x 12.83' x 2'
Coarse Sand Coarse Sand Perc 4. Distribution Box to be placed on 6 crushed stone or compacted,
® level base.2.5Y6/8 2.5Y6/8 �154" Bottom JSidewall Area: 2(25, + 12.83 )2= 151.32 S.F.
5. Existing Internal Plumbing is responsibility of Homeowner. Septic Bottom Area: 25' x 12.83'= 321.25 S.F.
design based on existing plumbing located outside foundation wall. Total Area: 472.57 S.F.
Desi n Flow Provided: 0.74(472.57 S.F.)= 349.7 G.P.D.
758 PHINNEY'S LANE
V H CENTERVILLE, MA
associates PREPARED
FOR:
120" 89.03 152" 86.4*Confirm at Leach Location at time of installation sEpnc sYs1EM oeslcns Charity Pope
No Groundwater Observed (Lowest Point of Lot approx. 26' above High Water Elev. of Lake Waquoquet) 320 cotuit Road
Sandwich, MA 02563 212 Eureka Avenue
24 gallons in 15: 00 minutes PERC RATE: <2 MIN/INCH C1 Horizon 508.833.0041 Silverton, OR 97381
I, Amy L. von Hone, R.S., hereby certify that I am currently approved by Surveying by:
the DEP pursuant to 310 CMR 15.017 to conduct soil evaluations and Terry A. Warner.P.L.S.
that the above analysis has been performed by me consistent with the 22 Long Road
requirements of 310 CMR 15.017. 1 further certify that I have Harwich. MA 02645 DATE REVISED SCALE SHEET NO.
(so8) 432-8309 05/18/2016 1» = 20' 2 of 2
successfully passed the Soil Evaluator's Exam on November, 1994.