HomeMy WebLinkAbout0078 LONGVIEW DRIVE - Health 78 Longview Drive
Hyannis 4
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- Town of Barnstable , P# 1116 b 93
Department of Regulatory Services
Public Health Division Date
asiA 200 Main Street,Hyannis MA 02601 ::,_
Date Scheduled / Time li'v Fee Pd., e0,
Soil Suitability-Assessment for S e Disposal 'y
Performed By: N�fG/(�• Witnessed By:
LOCATION GENERAL INFORMATION ��/�� �
Location Address Owner's Name g a,
Address_ W
fr G2G�
Assessor's Map/Parcel: /P'� _ Engineer's Name 17
NEW CONSTRUCTION REPAIR l/ Telephone# 7
Land Use �.t��i/G�PGL��/ Slopes(%) Surface Stones V dw
Distances from: Open Water Body " ft Possible Wet Area ft Drinking Water Well ft
Drainage Way `" "r `ft i Property Line ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
0
v�P `,)
A
S -- -
Parent material(geologic) a C/?/ v� aSt!/ Depth to Bedrock
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: in o soil mottles: in.
Depth to weeping from side of obcs.hole: in. Groundwater Adjustment ft.
Index Well# Reading Date: Ind evel Adj.factor Adj.Groundwater Level_
PERCOLATION.TEST . Date G Ame 10 41W
Observation
Hole# 1 Time at 9"
Depth of Pere' /✓�'�y�/l Time at 6"
Start Pre-soak Time @ O s.* Time(9"-6"
End Pre-soak
Rate MinAnch
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y"
,
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:\SEYn"ERCFORM.DOC
l
DEEP OBSERVATION HOLE LOG Hole#Depth from Soil Horizon Soil Texture Soil Color Soil __ Uther
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency %G+�vep
1-7 wo
ZJ
C 5 s S1,6
VT
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistenc "/o Gravep
mil/ --- ._---
LPQ
�D
r
v
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)) Moulin Structure Stones Boulders.
g ( Bets.
Consisten ° Gray
Flood Insurance Rate Man:
Above 500 year flood boundary No i Yes t/
Within 500 year boundary No__SG Yes
Within 100 year flood boundary No V Yes
Depth of Naturally QCcurringPious Material
Does at least four feet of naturally occurring perviou material exist in all areas observed throughout the
area proposed for the soil absorption system? l S
If not,what is the depth of naturally occurring p ous material?
_Certification
I certify that on N0 / _(date)1 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 tra' expertise and a erience described in 310 CMR 15.017.
Signature Date
Q:ISEPTICIPERCFORM.DOC
Fee U
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye
PUBLIC HEALTH DIVISION- TOWN OF BARNSTABLE, MASSACHUSETTS
cL Ripfication for V's osal *pstem Construction permit
Application to Construct Re air U grade( Abandon Complete System n ividual Components
( ) P ( Pg ( ) ( ) ❑ P Y � P
Location Address or Lot ��No. r ���' Owner's Name,Address,and Tel.No.�j
Assessor's Map/Parcg '8 z m L oi& 1 � b i l 1 4 ms Vd:V C -p< '
Installer's Name,Addrreeis,and el.No. 17O)3py(,2� Designer's Name,Address,and el.No. 7p �t•yy� •
Type of Building:
Dwelling No.of Bedrooms �! Lot Size 1 sq.ft. Garbage Grinder( )
Other Type of Building � ;����,•� J No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design fl w provided gpd
Plan Date � a Number of sheets Revision Date
Title
Size of Septic Tank ey, J• Type of S.A.S. Y-fOO
Description of Soil 4L ec Gss S'
a
Nature of Repairs or Alterations(Answer when applicable) p Ty f j?1tt, _
ns��c�) �e✓ dear � Q �l�p� ,. � �— c^
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.
Signed Date 00
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No.r ���jQZ, Date Issued
No.(., o I Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:_�,_Z
PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2pplitation for Disposal 6pstem Construction 3permit
App KT-dividual Components
6��it to Construct Repair Upgrade Abandon E]Complete Systern n
Location Address or Lot No. 7d Z 4 V19 &or eW P( ,Owner's Name,Address,and Tel.,No.C_4.j",.�6Jk'e
Assessor's,Map/Parc 6A,%V,; :V f.
Installer's Name,Address,andfel.No. 0,9 )3or
v Designer's Name,Address,and T'el.No.
76 161A 1
If.A 60,Ajk1A Stjk—"j-4 &14- v 14 a))4
Type of Building: JP&-771
Dwelling No.of Bedrooms 7�qrre_ Lot Size A I. sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers Cafeteria
Other Fixtures
Design Flow(min.required) gpd Design fl w provided gpd
Plan Date .0 G A Number of sheets- Revision Date
Title
Size of Septic Tank e')rt'S1% Type ofS.A.S. Y-IrOO AIJ14r,% &ylae PC-
Description of Soil 44, �ft IF
Nature of Repairs or Alterations(Answer when applicable) 4.4 f I./% eo f-A-M..
Ater, %A. t *ie
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.
Signed Date CIR �,Q -7 Lvp,
Application Approved by . rV\. r7r�517.1_ Date f
Application Disapproved by Date
for the following reasons
Permit No.1--)-0 Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
certificked'of Cotnplianct�
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed Repaircd�_) Upgraded
Abandoned by JeA rj 6r^.r)to c Ab-_% 'J'(
I , ` It
at, L-1 " has been'constructed in accordance
Pr '�a -7 with the provisions of Title 5 and the for Disposal System Constructiow ermitNo-X)(5- dated
Installer A- rde-1— Designer 1.41 Mr&e, l'is
#bedrooms Approved diesi 0. gpd
The issuance of this permit sjiall noot/be construed as a guarantee that the syste will functional. sign1d.
Date G-7 Inspector
- ----------- --------------------------------------------------------------------------------------------
No. o Fee I
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal Opstrut Construction 3permit
Permission is hereby granted to Construct Repa-ir_( _) Upgrade Abandon
System located at 7A zz, ,jvr.-" v.vc
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 completed within three years of the date of this permit.
Date (T,- 7 11 Approved by yh(�I, 1 1'
-------------
r
Town of Barnstable
Regulatory Services
.�. Richard V. Scali,Interim Director
r r
r BARN3TABLE, r
9� MAM Public Health Division
�E1 " Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: P-- Z—/ Sewage Permit#obloo-,2YQ Assessor's Map\Parcel
Designer: Installer: A6L zmv ap�WA41
Address: � i/f,� Address: �a �d ' -7.21-,
, / /,//e.
On 9)/7 was issued a permit to install a
(da ) (installer)
�� D��9 He".) based on a design drawn by
septic system at
address
dated
(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. Stri out if req ired) vyas ' s ted and the 'I
were found satisfactory. �'rJ _!9. �1 ,�/"
A moo/ ;
?c`efftt
'/i rthat the rptic system re erenced above was installed with marjor 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 in compliance with the terms
of the I\A approval letters (if applicable)
jj kOF.MAssq
o AW cy�
(Installer's Signature) 1.
VON HONE -+
u #1068 a
(Designer's Signature) (Affix np 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.
Q:\Septic\Designer Certification Form Rev 8-14-13.doc
�� TOWN OF BARNSTABLE
LOCATIONX% SEWAGE
ILLAGE g r 9 �WASSESSOR'S MAP 6z LOT2
'INSTALLER'S NAME$z PHONE..NO,
SEPTIC TANK CAPACITY BL0d
vLEACHING FACILITYAtype)_ ,.a o ; ti (size)j J(,ZO)L Y
NO. OF BEDROOMS_ OR PUBLIC WATER
BUILDER OR OWNER
I' DATE PERMIT ISSUED: ",j a F-
17'
DATE COMPLIANCE ISSUED: '"' I Z
VARIANCE GRANTED:
`i �
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��
. � •�
� /�,
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A
177
No....CZ..7..:_. � s t Ifc
K Fss ......... ......_..
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTHY (�
TO-W-0.....OF....... > ................................. .
Apphratiun for Disposal Works C_unstiartiun Frrutit
Application is hereby made for a Permit to Construct ) or'Repair ( .) an Individual Sewage Disposal
y --fig L�►�ty vim System at ............. v........ ......................... ...............................1 t t-
............. _.. _ .L adon.Address or Lot No. ...... .,..........«..
Own L�'.�_......... .. Address...........................».». ....
.........---^....�Q• •.7:RS•�...... C� ............. ......... ..............................Address.. ....
Type of Building (/ Installer Size Lot....I.L.r..61S. _.Sq. feet
.. Dwelling—No. of Bedrooms................ .....................Expansion Attic ( ) Garbage Grinder ( )
Other—T e of Building
No. of persons............................ Showers ( ) Cafeteria ( )
p`' fixtures Other fixtu •
Q "� 6�-...........-•-----•--•-.....--•-•••................................................................
W Design Flow................l..l_c.�................gallons per peoseq�per day. Total d{tily gow........._. � ...........g�lo>Bs.
pG Septic Tank—Liquid ca.pacity.tCOO.gallons Length-_..-.�ra...... Width.. ... D..- Diameter:............... Deptlx,._.,-....
x Disposal Trench—No.--------I.......... Width......"?=....... Total Length......Z.C...... Total leaching area.. ..i sq. it.
3 Seepage Pit No..................... Diameter.................... Depth below inlet......:............. Total leaching area.................sq, ft.
z Other Distribution box Z)e,) Dosing tank L )
Percolation Test Results2 Performed b
Test Pit No. I....:57 ......minutes per inch Depth of Test Pit....� ... Depth to ground water. _.. .. ..
fs. Test Pit No. 2....!- .minutes per inch Depth of Test Pit....t. .6.._... Depth to ground water........v.............
O Description of Soil..... �ej�l... � ..............?2.6.....'".L- ....... G AteSt.f/ !/..5t4A.1r�
c c
�,� .: _ ---------------- .... IS TA� i �T�N..A[yQ R�IFY IN WRI IIN
U Nature of Repairs or Alterkions—Answer when
applicable...............................:I!j ..S S1EM..-.V.VA$..INSTALLED IN STRI(
N...•---•..................................................•---.....------....................------.........-------------•-----•-•----A .................Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordancewith
the provisions of:I':L£ 5 of the State Sanitary Code= The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of h 1 h.
_ ed ....... .......... ...........•....... .......... .............
Application Approved By.................-•---•-�� ............................................................. ...--....
�/_���.�-
Da e
Application Disapproved for the following reasons:....................................................................I......................................---
....................................•.....------......-----.......--------...................................-----------............---------•-------------•-----•--------•---•--..................._....
Date
PermitNo...................................... ............ Issued_.......................................................
Date
•..� v
THE COMMONWEALTH OF MASSACHUSETTS '
BOARD OF HEALTH
.................t f.:-:.>_ -=f......OF................-........................................................................
4401trtttiun for 0hipusal Workii Tonotrur#iun jirrmi#
Application is hereby made for a Permit to Construct !(�( ) or Repair ( ) an Individual Sewage Disposal
System at:
................_..._L:OT-- ('q? .�- "_ �v( �.J �.� / C= �kJ ft n t)(''I- L.c. ,
......_..__.^ _ •Location-Address .. ^....... ......_. or Lot No..... .. .........................
GO
~r Owner Address• •�•-��- �••
....................... t aG1�s. `° •-ca / .• - ............... �`..---------•-••-----.............................. .....................
U Installer Address
Type of Building I-�.-. G
YP g Size Lot...__ L!..Sq. feet
a Dwelling—No. of Bedrooms.........................._.____.------.----Expansion Attic ( ) Garbage Grinder ( )
Pk
Other Type of Building ............................ No. of persons............................ Showers ( ) — Cafeteria ( )
QOther fixtures.....................................C)=-f"•........................................................................................................
Design Flow................I_ r..!........__.....gallons per person per day. Total daily flow....,... -'�� ?........._
W 1'n - � P Pe P „ Y• i Y ,r gallons,
WSeptic Tank—Liquid capacity�r.�-D.gallons Length?._-".... Widths.`.C._. Diameter................ Depth;�-_'_ll....
x Disposal Trench—No.........+.......... Width...... ::...... Total Length_..... ?.�. . Total leaching area..�J_�;: %sq. ft.
3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area.................sq. ft.
Z Other Distribution box ( .) Dosing tank ( )
�,, .. t= n ti2C?aAf l lG,._F' :...-•-•--------. Date......,..._Z�1 'a)
Percolation Test Results Performed by...
�. Test Pit No. ]....:-.......minutes per inch Depth of Test Pit:_:_ . t _:.. Depth to ground water.L'... !IAI........
Lz. Test Pit No. 2._._�7...minutes per inch Depth of Test Pit....l.�:(n...... Depth'to ground water.I U.0 p�`'
,, '
-•-•-.._._.... ..
O Description of Soil.... .':.t: tt -To(� c_: t 1(l (� 1 S (; C�t r hltJ (t7Atl k 4- Pt rt ,
„J..................................... .__ .... ..._._...._._...I......................._..... ....
.......... _.:__::...-.C:_---.--•-------------------------------•• yi t \ _� ._.....__-.._......_.............._..............._. ....
•� �t...� 11 1 I .J
UNature of Repairs or Alterations—Answer when applicable...............................................................................................
.......................•-----------•--.......-•-•-•--------•-------.......-----....----............--------..---••---------------•----------._.... .......... ........................
Agreement: •
The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with
the provisions of TITLZ 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the boaarr�dr of health. '
Signed.__
_ �- a
Application Approved BY ,.. /�/t" 7�
r Date
Application Disapproved for the following reasons:......................:.................................................................................
' -•--------------------•--........--•--....---------------------•---•-.._................--•-•----•--..................-------------•---------•--------.............._......---...................._._..�
PermitNo ._. .! '..°. ..... Issued........................................................
............... ...--- --._...... ...
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
Trr if iratr of Tomplinnrr
THIS IS:TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
bY..................IIt.l ..... � ...... ...... ...._....... ..................... ..
T^ o instaiiu n.., f _. _.
at.......... .... _.�...._•---L--=-O/1� .. ....1..._..• `...�.�...!. a.�..........jCr�� .�`I�f.,.... ..............
has been installed in accordance witlilthe provisions of TITLE 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No...... dated...........
THE ISSUANCE OF THIS CERTIFICATE' SHALL NOT BE CONSTRUED AS A GUARANTEE THAT`THE_ ?
SYSTEM WILL FUNCTION SATISFACTORY.
DATE..................... r'-s- •- • Inspector........ ... ._.. �.._..... ................ �..
.. .....
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
Cry` ...''""... ...........OF............. Iv � .------.--------------........... c�ra
t
No��- .....�� 6 — ... F=........................
Disposal Workii Tonu#rWinit rrrmft
Permission is hereby granted.............. �-
to Construct ( ) or Repair ( ) an Individual Sewage Disposal System (
1
at No.......!.. z 1r! i P ! t l n.0, -1_�r -.r n ( <J.n l l..t�t�
.................••- - tQ ...........
Street .y� �w ��� �
as shown on the application for Disposal �'l•'orls Construction Permit No.................[[.:?Dated_.._:;�:::_........,.........._.,......
..................................-•-•-----•.......:..........................................••--•-----
DATE_ .....................� — Board of Health
�........... :...
y�FTHE TOWN OF BARNSTAHLE
P �
OFFICE OF
t DAHIlTABLL BOARD OF HEALTH
039.
367 MAIN STREET
HYANNIS, MASS. 02601
Sewage Permi . 41
Applicant
Proposed Installer:
The plan for the on-site sewage disposal system .at Lci L' "
has been approved with the condition that the .design*engineer must be on-site
and supervise installation as well as certify in writing that the system was
installed in strict accordance to the approved plan.
Approved By Date
• - , Cary
1-3 31
362-4541
939 main street rt 6a
yarmouth port
mass 02675 down cape engineehfig
civil engineers&land surveyors
structural design
Arne H.Ojala P.E.,R.L.S.
land court Richard R.Fairbank P.E.
surveys
June 17, 1988
site planning
sewage system Board of Health -
designs Town of Barnstabel
South Street
Hyannis, MA 02601
inspections
Gentlemen:
permits On April 12, 1988 Down Cape Engineering, Inc. inspected
the septic system on Lot 18, Longview Drive,
Centerville. The construction complies with the
Massachusetts Environmental Code Title V, the
Barnstable Health Regulations, and conforms to Down
Cape Engineering's plan #87-156, dated Rev. August 14,
1987 prepared for Richard Williams.
Respectfully,
Arne H. Ojala, P.E. , R.L.S .
Inspected by: Michael F: McDonough
AHO/amp
1AH018
•
ASSESSOR'S MAP: 251
GENERAL NOTES:
PARCEL: 071 002
_ Assumed VERTICAL DATUM:
REFERENCE: L.L.C. 28749 B Lot 18/CTF 111407 1.� - ----
fo 2. MUNICIPAL WATER �S AVAILABLE.
°%� .� FLOOD ZONE: X Town of Barnstable ` r 3. SCHEDULE 40 PVC PIPE TO BE USED THROUGHOUT
�° �A ? 25001C0562J 07 16 14 Maximum Feasible SYSTEM UNLESS OTHERWISE NOTED.
o a # ( / / ) Max u Compliance:
Title 5 15.405: 4. ALL PRECAST UNITS TO CONFORM TO
AASH TO: H_10_&'_H_20
5• PIPE PITCH-1 4" PER FOOT UNLESS OTHERWISE NOTED.
.o� ;'' 1. 5' variance, proposed 5' /
6.
se dration between leach facility ALL CONSTRUCTION DETAILS TO BE IN CONFORMANCE
P Y
'9
and slab. WITH MA ENVIR. C TIT�o ODE (TITLE 5) AND LOCAL
. 10 variance -proposed
REGULATIONS.
2 p posed 10
Locus MAP N.T.S. 7• CONTRACTOR TO VERIFY LOCATIONS OF ALL UTILITIES
separation between leach. facility Y
70.12 and full foundation: PRIOR TO CONSTRUCTION.
N/F FREDERICKS 1
cb/dh LEGEND: .
j k - -ss-1 PROPOSED CONTOUR
"`7 7 i 78 Conifer �''71-- 116.09, 99 PROPOSED SPOT GRADE
\� Lot 18
- 40 EXISTING CONTOUR
11,654t sf X 30.23 EXISTING SPOT GRADE
-7x71 2471 19
a_ 71.21 72 TEST PIT
_...,
-. 7Y.52 '
..'
,. .. �: .. .. .. ..:7208 . .. . ., . � .::....,. .. ® EX STING WATER SERVICE
�-- 10
{{ 11
o • 1 0� _ _ � 87 WORK LIMIT LINE
o Paved Drive
o Garage J5 m ,TH 1-
O .
x'71.s8'�`7,71._ �2 1 y U F� 5 J 10" Oaks x 6s.98 OF Mq
40 ml Liner 0 5`. �t Jf
�Q 9�
7218. Top EL. 6 Q r` 19 Z� AMY L. yG
1.62 - 4 Bot. EL 66 N<v 69. $ vON HONE
J 10, '.. o
O . U No. 1068 y
x 31 = ` M 14 N/F NEWELL Ptr Ep
G tiR
O 1 Oak Exist. Dwell. �r'1�`�y 70- ..59 68.69 T
Cherry Top Fndn. . J
18
Elev. 74.0' 2�
I o, �41 i
x 13 7-.55 1.04 0 x o x
9 43 Top of Steps to Q- 1 69.7 Benchmark: Top ✓ NOTE: This plan is to be used for septic
h- 18" Ock Base. El. 70.5' x 68. of Bottom Step
71.63 70.8 x 54 system purposes only and is not to be
7L.6 72.10 . doter-- 71•88 a on Stairs El. 72.3'
j- hne-- w- �`` ; used for any other purpose.
t 56 Base. Fl. El. 67.1 4 C7 0.20��0�
r UG Etec 0 I
at Walkout 79 x 7 .25 Ornamentals
Gas Line 6, 70. 2 �6.26 x
12 Oak 3 78 LONGVIEW DRIVE
Gas Mir
.9V 'HCENTERVILLE, MA
71.35� 70.69 k
0 71.97 1
Stone x 88 x associates PREPARED
f 116.99. Ret. Walls FOR:
W tSEPnCSYS,EMR Richard & Karen Williams
- ;prinkler Head 320 Cotuit Roadoad
I Sandwich, MA 02563 78 Longview Drive
n/f HANSON (o)508.833.0041
Patio El. ss.,' " (c)508.274.0074 Centerville, MA 02632
NOTE: Existing 1000 gal. Septic Tank to be Sur-ying by:
re-used. ' Tank covers accessible due to height of AHOjalaSurveying
deck above tank. Replace gravel area with stone ArneH 0ja1a,P.L.S.
b 211 Mapie stn"t DATE REVISED SCALE SHEET NO.
upon completion of Teach trench installation. weal eemetetde, MA 026M
5M-362-0934 06/24/18 1" = 20' 1 of 2.
AZIP
Provide Riser over D-box , NOTE: All components to be marked with
T.O.F. (Full with Walkout) to within 6" of final grade magnetic tape or similar prior to final cover. NOTE: To prevent breakout, final
EL. 74.0 _ grade of EL. 67.7 to be carried
(Cover to be watertight) out a minimum 15' beyond edge
F.G. EL: 70.7-72.5 F.G. EL: 7 1.5 F.G. EL: 70.5 Maintain Min. 2% slope over. leach facility to of leach facility.
Existin revent ondin F.G. EL: 70.0-70.5
Exist. Invert Install risers w/covers over inlet and Min. 2" of 1/8" •- 3/4" Washed Stone or Ins ection Ports within 6" to grade
Confirm needed elev. "L=10' I(Access Co ersl min. 20" dia of: final mr per Code) ,�ade Geotextile Fabric
4 SCH:40 P . 10' _ L-2{J, 3/4 1 1/2 Double Washed Stone
4" SCH 40 PVC Top of Peastone or Geotextile Fabric EL. 67.7
::.®S=2% 2%.MI lo, 4" SCH 40 PVC
WUse -
0S=2..37.(i7.MIN) as EL.68
@S=1.1557 1%JAIN $®aa24 Eff. DepthEL. 67.13f / a®a®EL. 67:38tfnstall Gas Baffle EL. 66.9 EL. 66.73 , \ 64.5
PROPOSED DB-3 EL. 66.5 3 - 500 Gallon Precast Chambers
H--20 DISTRIBUTION BOX . (H=20) with Double Washed Stone '
6 0
(Install PVC Inlet & Outlet Tees) Wo EL.66
t:ertest for levelness 1.25' Ends, 3' Sides
if more than one SEPTIC SYSTEM -PROFILE (28' x 11' x: 2')
' EXISTING 1000.;GALLON • •
H-10 SEPTIC TANK outlet -
N.T.S. - BottomL of 8TF5i-1
i
v a ADDITIONAL NOTES
SOIL LOG DESIGN CRITERIA
1. Contractor to confim. soil suitability prior to installation. Contact
BOH and Design Sanitarian in the event of varying soils from original Number of Bedrooms: Existing 3 Bedrooms
SOIL EVALUATOR:-, AMY VON HONE, R.S. S.E. #2517 soil test.
INSPECTOR: DONALD DESMARAIS,` R.S., . BCH "
DATE: JUNE 22 10:00 AM + Soil Type: Class 1` "
PERMIT: 15693 2• Any contaminated materials within 5 of proposed Leach Facility to Percolation Rate:
# <2 min/Inch
PERCOLATION RATE: <2 MIN/INCH IN C1 be removed.
Daily Flow:,
Water ;line to be sleeved at any sewerline .crossings and within., 10's. �/ Design Flow: 110 G.P.D./Bedrm'x 3 =330 G.P.D.
TH - 1 TH 2, . 330 G.P.D. (Min. Required)
Y of any septic components, as needed,- per Water Department ' _
EL. 70.0 EL. 70..4 ` requirements. Contractor to verify location�.of water line prior to Garbage Grinder: Not Allowed
Fill Fill construction. .
Leaching Area 4• Distribution Box. to be pI9ced on 6" crushed stone or compacted; Required: (330)/0.74 = 445.9 S.F.
12" A/E 69.0 16" A E 69.1 level base.
Septic Tank Required: 330 G.P.D. x 200% = 660 G.P.D
Loamy Sand Loamy Sand Minimum 1000 Gallon (Existing)
10YR3 , / FLOOR PLAN k 32 ,,.
17" / 68.6 20" 10YR3 1 68.7 7 Use 3 - 500 Gallon Precast Chambers H-2.0 with
N.T.S. 0 Double Washed Stone: 28 x 11 x 2
B B
Loamy Sand Loamy Sand
10YR6/6 10YR6/6 Bath �
36' 67.0 36,• 67.4 Garage Kitchen Bed 1 Garage 2 , Sidewall Area: 2(28' + 11')2= 156.0 S.F.
co Bottom Area: 28' x 11'= 308.0 S.F.
C1 C1 <v 4 Fine Sand Pero Fine Sand Total Area: 464.0 S.F.
® Bottom 2.5Y6/3 Dining R Bed 2 6' Desi n Flow Provided: 0.74(464.0 S.F.)= 343.3 G.P.D.
2.5Y6/3 51
70" 64.2 70" 64.6 � 78 LONGVIEW DRIVE
C2 C2 r
1 st Floor �'
Coarse Sand o
Coarse Sand �� 15 �ENTERVILLE, MA
j.
2.5Y6/6 2.5Y6 6 , .
/ Exist. Dwell.
� Top, Fndn.
associates PREPARED
138" 58.5 138" 58.9 Living Elev. 74.0' SEPnc SYSTEM OEslGws FOR:
No- Groundwater Observed Room Bath 320 cotuit Road Richard & Karen Williams
Bed 3 Sandwich, MA 0256
<9 inches 12: 30 minutes Loft (o)508.833.0041 7i33 Longview Drive
PERC RATE: <2 MIN/INCH C1 Horizon _ �' (a)so8.274.00�4 Centerville, MA 02632
I,- Amy L. von Hone, R.S., hereby certify that I am currently approved by s"^'ey'"9 br-
the DEP pursuant to 310 CMR 15.017 to conduct soil evaluations and AH Ojola Surveying
`that the above analysis has been performed by me consistent with the 2nd Floor 4 TI E S ArneH Ojala,P.L.S.
requirements of 310 CMR 15.017. I further certify that I have t, 211 Maple street DATE REVISED SCALE SHEET NO.
West Barnstable, MA 0266808
successfully passed the Soil Evaluator's Exam on November, 1994. 4 5 -362-0934 06/24/18 1°' = 20' 2 of 2
SECTION — SEWAGE
TA.-PxDL'T -A 41 to
i
Z —SEPTIC TANK— 3 —"D"60X — ej —LEACH
TOP OF FDN .r F 1(ZS� 2 t T ot=_ =
�'-5Q•(MSQ PIPE LIT fit= 'T"OF 11tTO Ih"
�QX To Re
WASHED STONE '
TF
IN-
OUT• IN• QUIT• iN• - }+ /
EPTIC
TANK
ELEV. ELEV. ELEV. ELEV. �t
IU&FTT� 16 j� u¢, to 00.40 ELEV. fLEV.
LUTIET"(EE 2d[(o"I.IPI 14=DOI-im)
. /
.,OF�►^•1Ye^
CD 19 ;WASHED STONE �y
.S
�`7�P e2
TEST HOLE LOG
t
8,
TEST BY R••Fc,eP,aaY_y.E �•D� 1� ,'F3.oet� * �jC7_ ` I `
tN17NESS. . I
O
.> .. z ,
ate,l : 3. 1 Z .146 �
TEST.OATS. . . ... .... .: .. ?" ._, 3 _.r • . �. ..,,. �* .. k��a• s.. DESIGN - }� . . .. ;s � .. , . � , � -
s
2
r
ELE1/.
Et�V. 49,t� ieo r 3 t l 2 ,� •- a 3 �-
ToPt r ToP+ PERC.flATE LZ MINAN :DISPOSER iDiSP ER
FLOW RATE `� (GAL_fDAV (p.
%lou Co (� SEPTIC TANK
1' AED'D SEPTIC TAN' KSIZE
ANG '
uc LEACH'PACT LI y �S
SIDEWALL' �Zx -=1-16.0 (Z-s) �0 G/D.
$OTTOM O `1'nl . SiZ G/D. + `"
-TOTAL
USE: D(=t } . _TEACHING9� D �
N� WATER,ENCOUNTERED500
F •
:.NOTES:*"IUNLESS OTHERWISE MTED) <
t.DATUM j1NSU TAKEN FROMi.lL1tS` QUADRANGLE MAP ` #
E.MUNICIPALWATER eVAILABLE
F 'i P4e�E� `T I
B.PIPE'JlTCM#'%"VER,FOOT 4� (7 •s4
-4,0ES(O�N+lA4, 1NO:FOR/►LL`PREtAST•UNITS:AASNO S
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PREPARED FOR: G AFLD W L L.I dM
7 N 1 pVIL'fNf31HEERS -- C4 1D 8-7
A(.Z-
�LMDMMVEYORS
BOARD OF HEALTH •-
'` .(PROPOSED)D)-0-0-0'4- _SATE— r SCALE
Gael s�� E .lA (� /_
NTOURS APPROVED 4 ai DATE GJ , `�l0