HomeMy WebLinkAbout0080 AUDREYS LANE - Health ' 0 Audrey Lane
Marstons Mills {
A= 028-085 - - - -
1
Town of Barnstable
.� Department of Regulatory Services
4IX.MYFI,a& j Public Health Division Hate 1 (3
200 Main Street,Hyannis MA 02601
Date Scheduled r/� Time v Fee Pd. (�G. Od
S
Soil SuitabilityAssessment or SJ(A
is .osal
.� p
performed By: �e �4"`ec;, �-Z� 5. , Z'
. Witnessed By:
Location Addres LOCATION& GENERAL INFORMATION
s Q jCtq i f
,��q v�e��$ Lo\ Owner's Name��a�- �
E'
1&tq'f3 f_6L.S Address
l414 C7Z b �LS
Assessor's Map/Parcel: 0 Z,�F—Q Engineer's NamePe Cvt �� �� S�
NEW CONSTRUCTION REPAIR Telephone# F z 73 7— J 6 i.
a.
Land Use: �AVM O! Slopes(`Yo) t Surface Stones N J
Distances from: Open Water Body =ft Possible Wet Area _--ft DrinkingJer Well %:ft,
w
Drainage Way `7 CI ft Property Line �d —f S ft Other .ft
SKETCH:(Street name,dimensions of lot,exact locations.of test holes&perc tests,locate wetianc41 fn proximity'ao holeip-
t7R1
I
Parent material(geologic) ���� Depth to Bedrock �v
Depth to Groundwater. Standing Water in Hole: Weeping from Pit Face "l
Estimated Seasonal High Groundwater /
DETERMINATION FOR SEASONAL HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: - in, Depth to sail mottles: In,
Depth to weeping from side of obs.hole: In, tlroundwuter Adjustment, r .ft.
index:Weli.# Reading Date:- Index Well level;„ Adj,thctor�_ Adj.droundwater Level
Observation PERCOLATION TEST late Ttnte,�
Hole# Time at 9"
Depth of Pero i Time at 6"
� L 2 d► ,
Start Pre-soak Time @ 1 ` Time(9".6") .-
End Pre-soak ✓� S 2(0
Rate MinJinch jd r,e co--w
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 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:ISEPTICIPERCFORM.DOC
l
DEEP.OBSERVATION HOLE LOG Hole i
Depth from Soil Horizon SoitTexIture .Soil Color Soil Other
Mottling (Str
Surface(in.) (USDA) (Munselq ucture,Stones,Boulders:
i to Gravel)
+'
a Ar
.i'•
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,%.
2 -5y s13
;ty;---r?-i �:, e -c 2, s -�, N
DEEP OBSERVATION HOLE LOG Hole#
Depth from. Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Qnsistency, 'G ve
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil.Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulder;.
Cons
Flood Insurance Rate Man:
Above 500 year flood boundsuy" 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 m rial exist in all areas.observed throughout ahe
area proposed for the soil absorption system?
depth of naturally occunin pervious maCcrtal?
If not,what is the y g P .
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 .r
the required training,expertise and experience described in 310 CMR 15.017.[
Date
Signature fl
Q:4SEPTICVERCF0RM.DOC
TOWN OF BARNSTABLE
• LOCATION 90 4y�S Loor-- SEWAGE# 20 13-/26
VILLAGE ASSESSOR'S MAP&PAR/CEL D.2RS
v INSTALLER'S NAME&PHONE NO. 5Z9-�l2d-97.38 Jasci !0c aw."- as
SEPTIC TANK CAPACITY /000
LEACHING FACILITY:(type) G ,14Atilhl,`S (size) X /3
NO.OF BEDROOMS
OWNER A,4,4— '7' KEN/AEI^
PERMIT DATE: S/—Mp 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
i 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 = 33,
13. 14
39,
13-3= g2- i s
d
S
V
No. L.® t' .✓ Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION —TOWN OF BARNSTABLE, MASSACHUSETTS
01ppYitation for Disposal *pstem (Construction Permit
Application for a Permit to Construct(/,)-'—Repair(4--Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. K"f [jgrje O er's Name,Address,and Tel.No.
iParcel �~f�y mIlli S 11 er L Y�j"m'e r
Assessor's Ma
p Q R.0 r- h
Installer's Name,Address,and Tel.No.S03-S:7t9-971 DesiG er's Name,Address,and Tel.No.Sob-
E� tti-«rra' works TNc
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.required) gpd Design flow provided 3 5� gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) jfl.1 jrw// A/r',U 0-Sm Z-S o0 &. y/ Z_=,C�cli
e 9Lelid �S 4m vs 14`' !/H
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. r
Signed Date t P
Application Approved by Date d 6
Application Disapproved by Date
for the following reasons
r
Permit No. 0 Date Issued �� —� •�
x
r
No. Fee
%i �,:
THE COMMONWEALTH OF MASSACHUSETTS Entered;ncomputer:
" � Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01pplicatlon for BIsposai .*pstem (Construction permit i
} .Application for a Permit to Construct(l�Repair(GY-Upgrade( ) Abandon( ) [:]Complete System ❑Individual Components f
Location Address or Lot No. a01q/_'�/S Lag"//_~, Owner's Name,Address,and Tel.No. I
in 4-7
Assessor's Map/Parcel IJ2 :: f® S CU rS 04
Installer's Name,Address,and Tel.No.�0 6- 4 Desi ner's Name,Address,and Tel.No.S 2
✓c.j P/�6; /�C j�/'/iJ.j l_'�G
-,TI /1J
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 2 G
Design Flow(min.required) 3 3 3 gpd Design flow provided J T tgpd
Plan Date Number of sheets Revision Date
f
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer
`C when applicable) F�1!'.`T�'�/ // y-(��\ <- S ✓ ��'i� �i_ >c
�y /!,r'✓.�llJ/.:/l.) (/�1 rlir �/' J jL.-'1/� //-!f G"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
5 .
Compliance has been issued by this Board of Health.
Signed I,��f ,a' 7r!c�Gt_v� Date ( J
Application Approved by ' Date
I
Application Disapproved by Date
for the following reasons
Permit No. / Date Issued
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 -5
at G U has been constructed'n accordance
b with the provisions of Title 5 and the for Disposal System Construction Permit No. a d H dated
Installer,/'-, /), Designer l�
#bedrooms Approved design flow 3 3�/ gpd
i
The issuance of this permit s�11hot��hstr ed as a guarantee that the syste iWasesied.
Date Inspecto
---------------------- --I----------------- -------------------------------------------------------------------------------
G ---------
No. 690' l + Fee I - v)
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Disposal *pstem Construction 3permit
Permission is hereby granted to Construct(L) Repair(G) Upgrade( ) Abandon( )
System located at
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 must be completed within three years of the date of this permit
Date Ll—'�' Approved by i
i
i
04/25/2013 11:02 5084775313 ENGINEERING WORKS PAGE 01
�I
Town of Barnstable
R phto" Services
Thomas F. Oiler,Director,
# a' Public He&M Divi la
Thomas McKena,Director
200 MWn Street, 11yanais,MA 02601
Oboe: %8-962-4W Fax: 508-790-6304
Date: k' 24 43 Sewage Permit#& ��� Assessor's Map/Parcel
ftdfiger& r ti
Designer::n�� Wo r �c Installer: p, 54t �'ic .fv.
Address: I'z W, c rn:: �',r ,01 'Rd, � Address:
t{ _ M A- ..oz&4y ar<s a�a 1`1•y►
on n eY's arc was issued a permit to install a
(date) — (installer) ._
septic system at based ona design drawn by
PPeXe 4 Mc rL 1,% (address)
rc"�S_!'►VAe.n3 .� dated 4
(designer)
I certify that the septic system referenced above was installed substantial. accordingto
the design, which may include minor approved changes such as lateral relocation cation 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 & Local Regulations, Plan revision or
certified as-built by designer to follow. Stripout (if required) wa cted and the soils
were found satisfactory. CF
f
t�ETE'R T.
McENTEE
dWA Signature) CIVIL
�'kv,36t09�
6
esigner's Signature) ?Affix Design )
PLEASE TO LAIINS-TABU PUBLIC HEALTH DiY iCATE
F _C0N@PLL4NCE WILL NOT BE ISSUED UNTIL BOTH Tim E
B CARD ARE RECEIVED BARNSTABLE PUBLIC M I N.
T
q:loffIae fbrmsldesiguetsertificedon form.doc
6Q TOWN OF BARNSTABLE
LOCATION /,� L VSEWAGE # 9,� C., `,6-37
VILLAGE LC ASSESSOR'S MAP & LOT
---orrM JWc08
-tINSTALLER'S NAME & PHONE NO.
SEPTIC TANK CAPACITY , ODD G 9 L
LEACHING FACILITY:(type), pRgC&g y- /k 41 / (size) oo 6 4-
NO. OF BEDROOMS PRIVATE WELL R PUBLIC WATER
BUILDER OR OWNER D�Gk" y �/y r►,iSs
DATE PERMIT ISSUED:
DATE . COMPLIANCE ISSUED:
VARIANCE GRANTED: Yes W4 No
i
o �
w sot
wets 163'
THE COMMONWEALTH OF MASSACHUSETTS
.d
BOAR
............ O�FELTH
.............OF... Bv .............------..........................
gD Appliration for Disposal arks atuitt-ttrfiuu Frruti#
Application is hereby made for Permit to Construct ( or Repair ( ) an Individual Sewage Disposal
System 4&�!....
L ' ............................................ ............. ..... .... .........---- ....-
..--.................................
a Address
:�---. ------------------------------------------- ..................
ner Address
--•---. .•.. •-•-•... ----------------------- .....------.........................----.....
Installer Address
Type of Building Size Lot20I.-F".�_�..�_..........Sq. feet
aDwelling—No. of Bedrooms.._.. Expansion Attic (d4 Garbage Grinder (�
p, Other—Type of Building ......
.............. No. of persons........................_... Showers ( ) — Cafeteria ( )
dOther fixtv�es -•-•...........................•--......................................._........_................--•-• .......................................
W Design Flow........... .........................gallons per person-per day. Total daily�i nw............. ._.: Vlons
____._.._............ :cWSeptic Tank—Liquid'capacity/�_--gallons Length ..L_.•... Width.,:. .•...... Diameter................ Depth... . .
x Disposal Trench—No........... ........ Width.................... Total Length.................... Total leaching area
� Depth .........•.._._..._ sq. ft.
Seepage Pit No.�/��� lameter... ..... below inlet-------�-------- Total leaching area q. ft.
Z Other Distribution box ( Dosin
Percolation Test Results Performed by. ....... ............................................ Date......
a
Test Pit No. 1................minutes per inch Depth est Pit.................... Depth to ground water........................
f� Test Pit No. 2................minutes per inch Depth Test Pit.................... Depth to ground water........................
tx .....-• ...•-•------...---•-••----......•--------------•••••.....-------••--•----.................---•-----•--••--•--•-••....-•---•--------------•--....--
0 Description of Soil.........................................................................................................................................................................
U ---••-----••-•----------------------------••---•-•••••--•----...._........--•-••-•-••••--•-------...--••--•--•-----•-••----•------••----...........----•---•-.....-••••------.........................._
W
----•--------------------------------••---------------------------------------------•-•--.......-------•----------------------•------•----......------------•-••-------------------••-•--•......---••--
U Nature 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'ITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the syste n
operation until a Certificate of Compliance has en ' u byffl board of health.
-mod C�
Date
Application Approved By.-� _ 1 [�..:
..... ---•••----•---•---..._...-•_-•-• k ..
Application Disapproved for the f ollowang re ons:..............................................................................................................
.
--••-•-•-•-•--•-•------••----•-------•--•.................••.........-•-•--------------------.......-----I-•••-•-••........-••--•-•-••---.....--•-•-............................... ...........-
Date
PermitNo..... ................... _ ._...._ Issued........................................................
Date
---- - - - -- - - --- -
THE COMMONWEALTH OF MASSACHUSETTS
BOARE� 6F TH
'.'.: OF. f.� r} fit ..
. . . ....... ,......o-...a.................................... .. ............_...
ApplirFattun for UtipusFal Works.Tonstrurtion rrrntit
Application is hereby made forte Permit to Construct (t' f or Repair ( ) an Individual Sewage Disposal
System at: Ilk
....�: ..... ..........�..4 "f .:..�':a�............................................. --•-•.........•--...-----•......••--•••-•--• ---- ••.............---•-•..............._.......--
,"y{ Loc i;-Address or Lot No.
r+
:.. ......................................... ..............
-........
-...............
-........
.----------
....................
.............
Address
gr+r. ........ ....
Installer Address
Type of Building Size Lots•.. :"�.. Sq. feet
U Dwelling—No. of Bedrooms.._. , ................................Expansion Attic (0/4 Garbage Grinder V/9
Other—Type e of Building No. of persons............................ Showers
C4 YP g ------•• -==------------- P ( ) — Cafeteria )
dOther fixt es ------------------------------•--•----•-------.........-•----------------•---•--------------••-••---------............................................
WDesign Flow...........* s`.t..............•.•.....•..gallons per perso per day. Total daily ow..._�_R-.Q..:.....................dons.
WSeptic Tank—Liquid capacity/l ._.gallons Length:_` ...... Width;/. . Diameter................ Depth.. :-___=___..
x Disposal Trench—Now-_............ Width................... Total Length......._....
.._.... Total leaching area....................sq. ft.
Seepage Pit Not G ___._ iameter /. ...... Depth below inlet....t&
..__..__ Total leaching area.. sq. ft.
Z Other Distribution box ( Dosing, ( )�;
'-' Percolation Test Results Performed b .., _... 1�✓,r� �
W Y -•----•......-•--...•--.----- Date-- ------!. .................
Test Pit No. 1................minutes per inch Depth �o' st Pit.................... Depth to ground water.......
ls.I Test Pit No. 2................minutes per inch Depth be Test Pit.................... Depth to ground water........................
P4 .,.
ODescription of Soil........................................................................................................................................................................
W
U Nature 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 TIT1E 5 of the State Sanitary Code— The undersigned further agrees not to place the system
operation until a Certificate of Compliance has een sued byO board of health.
Alsigne . -•---------- ..............................................
..
� Date
Application Approved -- ...................................
Application Disapproved for the f.911owa g r ons:--••--•-•-------••••-----------•----•---•---•-•-••••--•-•-•-•-----•-•-•-•...............•-------......----••--�
-•.......................•--...--•--..........--•-------••--•-----------•-•--------------....----.............--•--.............-•---------------------•--------------••---------••--••-•------•....--...
Date
PermitNo. --_...--. �,,► ' _. Issued.......................................................
...............
Date ,.
THE COMMONWEALTH OF MASSACHUSETTS
BOARD,PF HE LT
f s
Tatif iratr of Tuntpli anrr
. S IS TGTI �TI Individual Sewage Disposal System constructed (,.r ) or Repaired ( )
�: `"' e.
b .� . s ----.. .....................••---•-------
� R / Installer
at .-...83' ...... �i!V? .. ................... •-•------....---------------------•'•.....---•-•-•--'__.._...--••--_______..._..••-________..._
har been installed in accordance f the provisions oLjjTLE 5 of The State Sanitary Code as described in the
q
application for Disposal Works onstruction Permit N �. ? { dated. hZN
- --•---------.
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUAEE THAT THE
SYSTEM WILL FUNCTI N SATISFACTORY.
DATE................./..P1.w_.��O-....................---•-------•---. Inspector..................................................................------------------
THE COMMONWEALTH OF MASSACHUSETTS
BOAR OF H TH
/ ..w..............................OF....~... ._._.�_ �
... FES y- ...
Ut11�r to I tun rrntit
. r
Permiss o is eby granted__:._. _ _ '
---...---•-•.
to Constr� Rep ' ) n Indi a Sewage isposal System
at No`.. ,
Street
as shown on the application for Di7osalWorks Construction Permit N .......i_____- D ed_E31 � . .
'�+._..� Board of FIealth
` DATE----d-t-; 1,1�1 't. ------•--------------------
FORM- 1255 A. M. SULKIN. INC.. BOSTON y
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3 S 361 O/G 'oz;-•
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p� ♦ SEPs�c • ;
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S4,4j
/ JOHN
°` JACOBI z
i" No. 814
UPPERCAPE ENGINEER(
P.O. BOX 616 �'a"�weaLI
E; SANDWICH, MA 025 7 f/
362-6281
TOP OF FOUNDATION 3 �k/,SETZ
. .• CONCRETE COVER
.�• CONCRETE COVERS
4"CAST IRON 12"MAX. E.C. SoX�
OR SCHEDULE40 12"MAX. '
• P.V.C. PIPE ' 4"SCHEDULE 40 PV.C.(ONLY) .
to PITCH 1/4"PER.FT. PIPE- MIN, LEACH
°'�
PITCH,1/4"PER.FT. PIT
T/4"
o' �INV T io'' y `�
G
'•e EL. XX,$ / INVERT INVER % .
•' SEPTIC TANK DIST. w EQUIV.
. e INVERT EL. 9.x 9.. BOK ELY.7'� .. ' : >s../0MZQ... GAL. INVE T ��-�''e' y`� � a ,
wELF.Xd INVERT w ww 2l� vey2
".1 38—►tom-6 DIA. ,
DIA
PROR LE OF &HOUND WATER TABLE
SEWAGE. . DISPOSAL SYSTEM
NO SCALE
SOIL LOG' . WITNESSED BY:
DATE , 4?;ZB; TIME... ... .. .... . . �/2t/SrA(34-E. . . . . BOARD OF HEALTH
{ TEST HOLE 1 :TEST*HOLE .24ENGINEER
ELFV.s50-/9.. . . ELEV...... . . .
71177, , r
To oic mn . .�YPT.T,E
DESIGN DATA.:
y ` NUMBER OF BEDROOMS , . .. .�. . . ,
3� TOTAL ESTIMATED FLOW . . r3,�,Q , , GALLONS/DAY
42�_ x3ar
•We BOTTOM LEACHING AREA 113 , . , , SQ.FT./PIT
S NucE
M D SIDE LEACHING AREA .• .SO,FT/PIT .
ro
GARBAGE DISPOSAL ..(50% AREA INCREASE)
G 0 R•si
TOTAL LEACHING AREA , a:G . , SQ.FT
E/e✓. d, PERCOLATION RATE � �s . `, . . . 'MIN/INCH
3(9•/0
LEACHING AREA PER PERCOLATION RATE .. ,. SO.FT.
A,10.:Y1ATER ENCOUNTERED
NUMBER OF LEACHING PITS . .0,PZ-- . . . . . . . . .
APPROVED . . . . . . . . . . . BOARD OF HEALTH3 ,/3QTlQ�j
DATE.
AGENT-'OR INSPECTOR s �
A UPPERCAPE ENGINEERING �\�a`�N OF Mg
P.O. BOX 616 �� y
v
DWlC€ ¢j MA '025�i
E. S�,€�
Co 1 Gr''1 a
-.0
v
. . . 814
PETITIONER: q /TAR �.
vl • A __ EXISTING CO
_
hk x 15 0.98 EXISTING SPOT OG GRADE
N
UDRE Y-*S L A NE
t PK SET
4 W EXISTING WATER SERVICE Wakeby Road;:
100,00
100.45 °*-,t --&H. W. OVERHEAD WIRES
edge of pavement 100,19 9991 -o
100,09.E , o
® TEST PIT LOCUS �°
o
R=1724.93' N 53'43'48" E
s BENCHMARK °
2 °
L�1 .00' 100.80 99.71 �, a
+ 100,94 9.00 LEGEND
C o
i 'p 41
Q ° p�n9s oh z
99,59 o v t
x 100�,35 / �O 0� G� ,y e
99.63 QG
o x 100,63 w•. i Ja s �h
o x 100.61 0 100,10
Lot 49 STONE .. : .
APN 028-085 DRIVEWAY 99,78 99.34 y�
O I
21,190t S.F. `
x
10 ioo;3z . Q LOCUS MAP
+ 100.46 x 100,23 100,57 NOT TO SCALE
i GENERAL NOTES:
99.16 O
O x 100,84 , x 99.65 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
Z BOARD OF HEALTH AND THE DESIGN ENGINEER.
EXISTING ; 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
w Q HOUSE(#180) °a OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
-_ _ - _ _ _ LOCAL RULES AND EGU.LATI.ON. _OR_AS UESTED_BELOW. - - - - ---
- --- _
-- - -- ---- -wp --- --- -p^ - 100,08 - --- -- -- - T.O.-F-=-102.-61- - j -310 CMR 15.405(1)(b):
c0 0 59 N x 0 2) A 3' variance to the 3' maximum cover requirement, for up to
ZO ° 100.66 6' of max. cover. S.A.S. shall be H-20 and vented.
o �\ x x 99A2 0, ILQ 3. TOE SEWAGE INSPECTION DISPOSAL SYSTEM AND APPROVAL BY TLHE NOT BE BOARD OFCHEA HEALTH PRIOR
AND(n 0 BM 1O1J6 DESIGN ENGINEER.
x 99,76 DECK / 99.00 98.93 O 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
® 00.27 ENGINEER BEFORE CONSTRUCTION CONTINUES.
x /
00,54 L� yY00,07 99 07 c0 5. ALL ELEVATIONS BASED ON ASSUMED DATUM._
_ VdE i Cn `�' J 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
00 N �_ O THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
`•' '' '' _ �� FR EI'S % N V HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
10013 r O x 150 S POOR 98.62 rn 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
18, I•PROP. 99,72 99.00 . o \ 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED S.A.S.
; - A• _ �', TP-1 SPACE n D1 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
25 x 99.40 _ AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
VENT x 9,07 -10n' x 98.60 DIRECTED BY THE APPROVING AUTHORITIES.
91 TP-2 _ _ \ 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY
N THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
CONSTRUCTION.
Z
c,+ 98�9 / m rm- PAD � \ 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
x 9 78 \ r �J IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND
stockade REPLACE WITH CLEAN SAND AS SPECIFIED IN 310• CMR 255(3).
ence (typ• � 9,00 98.65' 98,74 O'
12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
(P#261 1) - - 6 4 98.59 INSPECTED BY THE DESIGN ENGINEER PRIOR TO BACKFILL.
13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
N 49'34'05" IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
P��� �f MAss9�
EXISTING SEPTIC TANK BENCHMARK SET �• �� y� PROPOSED SEPTIC SYSTEM UPGRADE PLAN
(TO REMAIN) OUTSIDE COR./BULKHEAD o PETER T. S LANE, MARSTONS MILLS, MA
TOP OF TANK, EL.=99.49E EL.=101.76 (Assumed) McENTEE 80 AUDREY
CIVIL
INV.(OUT)=98.16f(VERIFY) o No, 35109 N Prepared for: Joeys Septic Service, 81 Cammett Rd, Marstons Mills, MA 02648
�'EGIS�E��`� �� Engineering by: SCALE DRAWN JOB. NO.
OWNER OF RECORD EXISTING LEACH PIT F 1"=20' P.T.M., 131-13
KEMMER, ROBERT M & CHERYL L CONTRACTOR SHALL PUMP, I NAL Engineering, Works, Inc.
80 AUDREY'S LANE FILL W/ SAND AND ABANDON. 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.,
MARSTONS MILLS, MA 02648 �°���� (508) 477=5313 4'/9/13 P.T.M. 1 of 2
1 NOTE: TO PREVENT BREAKOUT_THE PROPOSED
FINISH GRADE SHALL NOT BE < EL: 94.5
FOR A DISTANCE OF 15' AROUND THE
` PERIMETERI OF THE S.A.S.
SEPTIC TANK PROPOSED D-BOX PROPOSED S.A.S.PROVIDE TWO ACCESS MANHOLES TO WITHIN 3"
INSTALL RISERS & COVERS OVER INLET INSTALL WATERTIGHT RISER & OF FINISH GRADE FOR INSPECTION PURPOSES
AND SET TO 6" OF FINISH GRADE. COVER SET' HOUSE TO 6" OF GRADE �#180
T.O.F. PROVIDE ACCESS TO GRADE OVER OUTLET COVER CHARCOAL
EXISTING F.G. EL.=100.3E F.G. EL.=100.0E F.G. EL.=;100.Ot VENT T.O.F.=102.6E '
� �
MAINTAIN 2% GRADE (MIN.) OVER S.A.S.
a
i
{ L - 14' L _ 5'
S=1%% (MIN.) ® S=1% (MIN.) , BECK
6; - • ' 4"SCH40 PVC 4"SCH40 PVC ��1 ry
to"I " a6 $ BB
14" 6' aaa BBB -
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EXISTING 48" LIQUID aaaaaaa q�
LEVEL ADD 4' 5.2' 4 �. d`
GAS BAFFLE INV.=97.17
PROPOSED INV.=97.00
"• INV.=98.16t D-BOX EFFECTIVE WIDTH = 13.2' PISN 96.5'
EXISTING 1 ' P SAS '
• • •' ' INV.=94.00 •- PROP' 71,5'
EXISTING SEPTIC TANKS (FIELD VERIFY) 2-500 GALLON LEACHING CHAMBERS
SURROUNDED WITH STONE AS SHOWN ��� 73.5' SPIKE
H-20 RATED 25.0'��
TOP CONC. ELEV.=95.1t S.A.S. LAYOUT
BREAKOUT ELEV.=94.50
NOTES: INV. ELEV.=94.00 seas
_ _ Baaaa aBaaa
1) CONTRACTOR SHALL VERIFY ALL EXISTING _PIPE ---
INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=92.00
2) D-BOX SHALL BE SET LEVEL AND TRUE TO GRADE 4' OF NATURALLY OCCURRING 4' 2 X 8.5'=17.0' 4'
ON A MECHANICALLY COMPACTED SIX INCH CRUSHED PERVIOUS MATERIAL EFFECTIVE LENGTH = 25.0' ®®®® 7r=
® ®®
STONE BASE, AS SPECIFIED IN 310 CMR 15.221(2). 5' MIN. SEPARATION TO G.W. _ ®®®® ® ® ®®® 37"
LEACHING SYSTEM SECTION 0- W Ea Ell®® ® ® ®®Ea3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TP-2, EL.=88.8 — cv Z ®�®® ®
(verify to EL.=88.0) 3 4 TO 1-1 2 DOUBLE
4) CONTRACTOR SHALL INSPECT EFFLUENT FILTER ON ESTIMATED GROUNDWATER > 40' BELOW GRADE / "WASHED STONE
OUTLET TEE AND REPLACE IF NECESSARY. REF: BARNSTABLE GROUNDWATER CONTOUR MAP
SEPTIC SYSTEM PROFILE 3ooAYER OF 1/8HED TO 2" 102"
N.T.S. (OR APPROVED FILTER FABRIC) -
DESIGN CRITERIA SOIL LOG 4" KNOCKOUT
20" DIA.. COVER
DATE: MARCH 27, 2013 (REF# P-131903)
NUMBER OF BEDROOMS: 3 BEDROOMS SOIL EVALUATOR: PETER McENTEE PE 4" KNOCKOUT / 4" KNOCKOUT 62"
SOIL TEXTURAL CLASS: CLASS I WITNESS: DAVID STANTON R.S.
HEALTH AGENT _
DESIGN PERCOLATION RATE: 2 MIN/IN (12/28/83, P#261 1) ELEV. TP-1 DEPTH ELEV. TP-2 DEPTH
DAILY FLOW: 330 G.P.D. 99.5 A 011 19.3 A 4" KNOCKOUT
DESIGN FLOW: 330 G.P.D. SANDY LOAM SANDY LOAM
10YR 4/2 10YR 4/2
98.8 8" 98.5 10"
GARBAGE GRINDER: NO B SANDY LOAM SANDY LOAM e 500 GALLON CAPACITY, H-20. LOADING
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY 97.0 30"10YR 5 8 97.3 36"
10YR 5 8 CHAMBERS
,
LEACHING AREA REQUIRED: (330) = 445.9 S.F. C1 �,, c1
SILT LOAM SILT LOAM
.74 5Y 5/3 5Y 5/3 N.T.S.
USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 94.0 C2 66". 94;0 C2 - 64" PROPOSED SEPTIC SYSTEM UPGRADE PLAN
SURROUNDED BY DOUBLE WASHED STONE—ALL SIDES $O AUDREY�S LANE, MARSTONS MILLS, MA
SIDEWALL AREA: 2(13.2' + 25.0') X 2 = 152.8 S.F. M-c SAND M—C SANS .
BOTTOM AREA: 13.2' x 25.0' = 330.0 S.F. 2.5Y 6/4: I;; 2.5Y 6/4" Prepared for: Joeys Septic Service, 81 Cammett Rd, Marstons Mills, MA 02648
.TOTAL AREA:..............................................................482.8 S.F. Engineering by: SCALE DRAWN JOB. N0.1"=20' P.T.M. 131-13
89.0 126" 88�8 126' Engineering Works, Inc.
DESIGN FLOW PROVIDED: 0.74(482.8) = 357.3 G.P.D. PERC RATE 2 MIN/IN. IN SAND, ((PERC ON FILE, P#2611) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
(sand;=to depth of 14' P#261 1) (508) 477-5313 4/9/13 P.T.M. 1 Of 2
NO GROUNDWATER ENCOUNTERED
•