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TOWN OF BARNSTABLE
LOCATION d 5 �1 v�l.1n OS2e.�u1 ��2 SEWAGE#
VILLAGE 0S7 C✓y 11(-e ASSESSOR'S MAP&PARCEL H 9--0�9
INSTALLER'S NAME&PHONE NO. RVe4-CI(, 5 5_69l 2-11 b0
SEPTIC TANK CAPACITY (M T (V Po 1 00 boh,
LEACHING FACILITY:(type) S ToAP_.(.2.SS (size) -2 X 3 O
NO.OF BEDROOMS
OWNER _JIAeA_� (7 I o4,C.IG S
o COMPLIANCE DATE: `
PERMIT DATE: Io
Separation Distance Betwee 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) 9 4-o g Feet
FURNISHED BY (1^s
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TOWN OF BARNSTABLE
LOCATION d§ Pl exc L* 4 nsl yl .(-2 SEWAGE# 2 y 6 - L/
VILLAGE 0 7 C'r V �e ASSESSOR'S MAP&PARCEL I M P--0�9
INSTALLER'S NAME&PHONE NO. la/�. f'G<<< S tJ�� 2_,-1 oo
SEPTIC TANK CAPACITY ( Spa T I10 c Pu CA bh 4,
LEACHING FACILITY.(type) 5-Tm�_ikSS (size) y-Z X 3O
NO.OF BEDROOMS �� 31. N t-{ p
OWNER Tim (71 A.C:IC S
PERMIT DATE: a COMPLIANCE DATE: ` Io
Separation Distance Betwee 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) 99 .+g Feet
FURNISHED BY
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No. — 0�) FeeOLA) if
THE COMMONWEALTH OF MASSACHUSET�S Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pphtation for Misposaf *pstrm Construttion i3Pf1ttIt
Application for a Permit to Construct( ) Repair( ) Upgra ') Abandon( ) :Complete System ❑Individual Components
Location Address or Lot No. ZS 01LI,e_j a _Owner's Name,Address,and Tel.No.1Mtw F I fC-(c S
+ 6 L fo,�
1
Assessor's Map/Parcel (e-d e-9 asv Z k(
Installer's Name,Address and Tel No. Designer's N e,Address,and Tel.No.
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Type of Building: G
Dwelling No.of Bedrooms Lot Size (t.3 3 A sq.ft. Garbage Grinder( )
Other Type of Building �1 (2 ��-1' No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) `'f o gpd Design flow provided 53 Z gpd
Plan Date 1 Z''E- 5 Number of sheets 3 Revision Date
Title `7 tp6 c, l/g�i'A44- j(q-li n
Size of Septic Tank Type of S.A.S.
Description of Soil P-0 P14,,i
Nature of Repairs or Alterations(Answer when applicable) FQ (( Lese Doo I iN S 4(( r�e S y Sum
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 thi o ealth.
Signe i Date
Application Approved by Date /4
Application Disapproved b Date
for the following reasons
Permit No. 7—o i 1T - y`I 2 Date Issued 1-
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�` ,per /No' I)`— �lfi� Y� u�..p�Yt'�f I$ �' �0 /"'OTS Fee i��va
`7 v OWNEe- Q0a 'To U+NV" UtT
THE COMMONWEALTH OF MASSACHUSETTS Entered incgmputer: :
PUBLIC HEALTH DIVISION-- TOWN OF BARNSTABLE, MASSACHUSETTS Yes
- 4plication for Misposal 6pstrm Const union 30endit
Application for a Permit to Construct( ) Repair( ) Upgra e(x) Abandon gComplete System ❑Individual Components
Location Address or Lot No. ZS+0iiu2 ,a Owner's Name,Address,and Tel.No.3MW F t A e(e S
(� Z 5,(�t�t,Q-1 ca^1a-, OSfe.-�. ((t— v L(�;- '
Assessor's Map/Parcel l - O F 9 S F y 2. $ u( 2.1-(5
Installer's Name,Address,and Tel.No. r Designer's Name,Address,and Tel.No.
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I�. l.c�eStC✓ag5�2 ld `Q (� �v,—e s-/-�4 t-e, D��c.f L�
Sao v b�� S✓ �u wt� a z� 3 z
Type of Building: 2
Dwelling No.of Bedrooms Lot Size (` J 3 sq.ft. Garbage Grinder
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures ,
Design Flow(min.required) y gpd Design flow provided Z gpd
Plan Date 1 `E 15 Number of sheets S Revision Date
Title `',e Oki c V ��-s�¢. ��A ✓1
Size of Septic Tank E y Type of S.A.S. (A4 �-
Description of Soil SlF ill Q.,n
Nature of Repairs or Alterations(Answer when applicable) �( c_ s� pde IAi S 4,4(( W 2.w S ti SZ e cAA
oe l �Y f(A-yi �
l
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 t4oardZ!aIth..i Date ( 7'(
Application Approved by Date 1t
Application Disapproved b Date
for the following reasons
rep mtNo. j , ' Q Date Issued 1 I
---------------------------------------------------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded
Abandoned( )bye Q s ,(�ON e 1� t c (�, k C-
at' 2� !✓V Q /44 C OS 7 G(A 1 t',2. has been constructed in accordance II
with the provisions of Title 5 and the for Disposal System Construction Permit No.7,66. Vq 9 dated W '
Installer Designer
#bedrooms Approved design�flow gpd
The issuance of this pe ` it shall not be construed as a guarantee that the system will function� as designA
Date I a.(fl7 1 Inspector �.I) ` t.�
----------------------------------------------------------------------------------------------------------------------------=----------
o�
No. - q Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Misposal 6pstrm Construction Permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade(k,, ) Abandon( )
System located at Z-S ✓tIL L 4 w( oS'(< v( ((A,
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 /ZZ/617,0/-0�- Approved by
Town of Barnstable
Regulatory Services
SG Richard V. Scali, Interim Director
iBAMffABM 1 Public Health Division
16 9. 6 Thomas McKean,Director
Fc�
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Homeowner Certification Form for Alternative Systems
Property Address: 2 S F'�ne 6 s--W����-Q
Assessor's Map\Parcel: 11 fr` OFj9
Property Owners Name:
In accordance with Massachusetts DEP alternative system approval letters, the following certification
information is required by the Owner of record. The Owner of record must place an "x" in the
applicable box next to each line certifying the information.
Yes N\A
P/ ❑ I have been provided a copy of the Title 5 I/A technology Approval letters.
(15 page Standard Conditions letter and the specific technology letter)
❑ F I have been provided with the Owner's Manual
❑ E9 I have been provided with the Operation and Maintenance Manual
❑ VFor Systems installed under a Remedial Use Approval, I agree to fulfill my
responsibilities to provide a Deed Notice as required by 310 CMR 15.287(10)
and the Approval
❑ R For Systems installed under a Remedial Use Approval, I agree to fulfill my responsibilities to
provide written notification of the Approval to any new Owner, as required by
310 CMR 15.287(5)
C� ❑ If the design does not provide for the use of garbage grinders, the restriction is understood
,—,/ and accepted
L ❑ Whether or not covered by a warranty, I understand the requirement to repair, replace, modify
or take any other action as required by the Department or the LAA, if the Department or the
LAA determines the System to be failing to protect public health and safety and the
environment, as defined in 310 CMR 15.303
I , -n e QC,In 3 agree to comply with all terms and conditions above.
Property Owners printed name
�( Jf—cL C10
Property Owners Signature ate
Note: This form must be submitted along with the septic system disposal works permit
application for all I\A systems including new construction, repairs\upgrades, with and
without aggregate (stone) and with conventional design criteria or credited design
criteria.
Q:\Septic\IA homeowner certification.doc
Town of Ba*rnstable
Regulatory Services
Richard V.Scab, interim Director.
NAM Public Health Division
i + ' Tbomas McKean, Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax; 508-790-6304
Imtal er&Designer 6rtification Form
Date: 1 Z��/fQ Sewage Permit#(901 - yY? Assessor's 1VIaplParcel 14-0
Designer: ` � ,�,__l,, 1 y', installer: ern a 4 cg to f;411
Address: Address: l;d• �G�
On '
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fart ' Lr� at J " . a
f ++was issued a permit to install a
(date) (installer)
septic system at ^-a- "'" diAe^-d� based on a design drawn by
(address)
'y:rrear.✓,���,�- s l� dated
(designer)
I certify that the septic system referenced above was installed substantially according to
the designs, 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 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.
CP/, I certify that the system referenced above was constructed in co fiance with the terms
of the PA approval letters (if applicable)
_ �u k 9-&-lto PETER
MCENTEE
(Installer's Signature)—.
No. 35109
(Designer's Signature) (Affix Design ere)
PLEASE RETURN TO B,A,RNST,ABLE PUBLIC HEALTH DIVISION„ CERTIFICATE.
OF COMPLI411TCE WILL NOT BE -isS JED U'riTIL I301-A TFIIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION,
THANK YOU.
QASeptic\DcsignerCa-tifiication Form Rev 8-14-1'.doc
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Y 1 LOCATION LASSO NCB SEWAGE #
III.LAG'✓ f OSTcrv�ILL ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO.
� r
SEPTIC TANK CAPACITY l r1C1'U
LEACHING FACILITY: (type) a` X�o (size) /0n 6A/
NO,OF BEDROOMS D
BUILDER OR OWNER 844 SnM IcLr
PERMITDATE: 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 leachi g facility) t Feet
Furnished by L A TIOC C 04 ®r G
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f ,;.,, TOWN OF BARNSTABLE
LOCAT'ION'af Y`caSW ��cr SEWAGE # ,A
VILLAG4 �s�ii+r/��P ASSESSOR'S MAP & LOT/'/-L-08/
INSTALLER'S NAME&PHONE NO. o,-!UA- Coy)11w 1,®a! !w -V-26
' SEPTIC TANK CAPACnY, l,accy 6,*
LEACHING FACILITY: (type) .���' /�°"v� (size) (V X/o/
NO.OF BEDROO 3
BUILDER O OWNER ✓��i f' v
PERMITDATE:_7�0 4G COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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 J� Feet
within 300 feet of leaching facility)
Furnished by
o ..
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TOWN OF BARNSTABLE .f%- 11-�
LOCATIONtk, ;-rU?,z1e-
C �Ct SEWAGE #
VILL-AQR ASSESSO MAP &.LOT f��/ 9V
DNS �t .� , ,
NAME&PHONE NO. /O �`
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type) �i �/ (size) /0�10 Sri(S
NO.OF BEDRO
BUILDER OWNER / �l d,
PERMTTDATE: COMPLIANCE DATE:
Separation Distance.Between the: r
Maximum Adjusted Groundwater Table and 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-leJa�c/hingg�fa ' 'ty) Feet
Furnished by /d SI«�2CC1�lrJ�. 0
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L� GATI,ON, SEWAGE PERMIT NO.
P,//-,oz�so a.,
VILLAGE
S;1, ';/p&Z/�f
a
I N S T(fL R'S NAM & ADDRESS
R U I L D E R OR OWNER
DA T E PERMIT ISSUED
ODATE COMPLIANCE ISSUED �� �
q vls C1-
e
No.
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
..........................................O F.........................................----------......-----------.....................
Appliratiun for Uiupuual Works Tunutrnrtiun ami#
Application is hereby made for Permit to Construct ( ) or Repai ) an Individual Sewage Disposal
System at: �--
...................................... .. .. ........•.•./- ...... �- '-------- •... . s . .. —
Location-Address or No.
jo
Owner 1�_. Address
Installer Address �—
Type of Building Size Lot... , _ 7.4__3..Sq. feet
U Dwelling—No. of Bedrooms................ .......................Expansion Attic ( ) GarXge Grinder ( )
P4 Other—T e of Building persons............................ Showers Cafeteria ( )
a YP g ---------------•----------.. No. of P ( ) —
Q' Other fixt es ......................................................
W Design Flow..................... .... ...............gallons per person per day. Total daily flow...............ZlS.&>...............gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter-_.__-__.___---- Depth................
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No--------------------- Diameter.................... Depth below inlet.......... ....... Total leaching area..................sq. ft.
z Other Distribution box ( ) Dosing tank ( )
~' Percolation Test Results Performed b G .............. Date..............
1_4
a Test Pit No. 1_..... -5minutes per inch Depth of Test Pit.__... _.. epth to ground water..�'YJ G�
(i, Test Pit No. 2......_..°(/ 1linutes per inch Depth of Test Pit.__.L........._.. Depth to ground water........................
J��'......-••-------- ---------------
•---------
OxDescription of Soil.........................................................C2 •-------- 1� ........... ............
7........_ .
----------------------------------------------------------------------=----------------- ----------------------------------------------------- ---------------------------------------------
VNature 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 iITILL 5 of the State Sanitary Code— The undersigned rther agree of to place the system in
operation until a Certificate of Compliance has been issue y the board o i lth.
Signed ........................................ ....
! / D to
Application Approved BY.............. r{1-- `�.�......._..
..._..... ...... Date
Application Disapproved for the following reasons:•-•-•••••--•-•..................••-•---•••-••-••••••••••••••--•---•-----•-•-•-•••-•-•-•••-:........-••........_
--••------------------- --------------------------
-.........
...... -----------------------------------
---------------------------------
Date
PermitNo.............................----------•---------------- Issued.......................................................
FFjc l�...........:......
• THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
..........................................OF__..............................-.....-----------------.-............_................
Appliration for Diipoottl orko Tonitrnrtion Vamit
Application is hereby made for Permit to Construct ( ) or Repai; ) an Individual Sewage Disposal
System at: � �— _
3
................... :. .... ----•---•- ••--•--•-....• --- . -•• ..
Location Address or No.
... ... .....
Owner *'�" Address
a ...•--•-•--•••-.....--•-••••--•----•-••-••••-•-••••--•.:.............. .........
.. .. ..........................................................
Installer Address M
Type of Building Size Lot..!.1 �-G.3..Sq. feet
V Dwelling—No, of Bedrooms................ ........................Expansion Attic ( ) Garbage Grinder ( )H
Other—Type e of Building .._...... No. of persons............................ Showers
0.1 YP g ----------------•-• P ( ) — Cafeteria ( )
P4 Other fixtures.._. ......_
-----------------------.........•----- -----•--•-------------------- •---�------••.-..••--........_......••..---•
W Design Flow..................... .... .........gallons per person per day. Total daily flow.............._�`_;1..�...............gallons.
WSeptic Tank—Liquid capacity............gallons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No--------------------- Diameter.................... Depth below inlet. __.__.__ ___.___ Total leaching area............ _.-sq. ft.
Z Other Distribution box ( ) Dosing tank ( )
Z S->
a
Percolation Test Results Performed by.......................... f ..._.. ;......__ _..:..... Date____......._ Z
a Test Pit No. 1.... A,-.Sminutes per inch Depth of Test Pit_....pp'��..... epth to ground water.... '
rX4 Test Pit No. 2..__.._..2 iinutes per inch Depth of Test Pit.......... _. Depth to ground water....................
P4 ....-•-•.....................•••••---•••--•--••-•-•••.............. d ---------•--•--
.
O Description of Soil......................................................... `"
..
UW -----------------------------------------------------------------•-......•••••...••-• ..................................................... ............................................
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 TITLE 5 of the State Sanitary Code—The undersigned rther agree . .dt to place the sy tern in
operation until a Certificate of Compliance has been iss=14y the board of(health. I"
Signed............ f�1�r�-' ... c `' -I �Z '
Date
Application Approved By.............�_wns.... C�,�`;/r , _.........
Date
Application Disapproved for the following reasons:--•-------------•--------------•-------•------•-------...-----------•......-••-•----•----- -•--..............
..-•-----------------•---------------------------------•-----•-----------.........---------.....-•------•.........--------•-•----•-----------------------------------------------------------------.-•---
Date
PermitNo......................................................... Issued.........................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
..........................................OF.....................................................................................
Trrtif iratr of Tontplinnrr
THIS IS TO CERTIFY, Tha�,t the Individual Sewage ' posal Syste constructed ( or Repaired ( )
byr .esA.! . ... ......................:. : .v:......•---........ r—
Installer 0 �:�
/�
at u ----------- ...n 9. A --•---------
/---------•-
has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No.__. 3-..6,�.�._......... dated................................................
THE ISSUANCE F THIS CERTIFICATE SHALL NOT 6E CON AS A GUARANTEE THAT THE
SYSTEM L L F �jL N SATISFACTORY.
DATE..--.---_..'...: .`�..----f/ ..... .....---.... Inspector.. ....................................•........................................
THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
...........................................OF....................................................................................
l
No.......3............. FEE........................
�io�o,�tt1 orko �onotr�trtio anti
Permission is ereby granted........ �,. .... I .----••-
to Construct (,A or Repair ( ) an I dividual S a e Disposal System
atNo..............................................
as shown on th a ication fc� posal Works Constructai�on Permit No..................... Dated..........................................
- =
Board of Health f
DATE.. ....... ••--•=• ..............................................
1255 A. M. LKIN. INC.. BOSTON
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(� 0 LEGEND CERTIFIED PLOT PLAN ,
EXISTING SPOT ELEVATION 04
EXISTING CONTOUR --- O --- �SHOFM'ss L��— v i�•c�t i.10E
FINISHED SPOT ELEVATION ��� ROBERT 4cy� U�TEi� IJ/L� -
FINISHED CONTOUR ® BRUCE I�
a ELDRED y
APPROVED , BOARD OF HEALTH $ A h :5 .:,► -
1 TE� �Q.
DATE +
DATE AGENT s y
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ILDREDGE ENGINEERING Cal ING�,� CLIENT cae� I CERTIFY THAT THE PROPOSED,
EGISTERE REGISTERED JOB N0.8L?2 BUILDING SHOWN ON THIS PLAN
CIVIL LAND CONFORMS TO THE ZONING -LAWS "
ENGINE R DR.BYI= 14M OF BARNSTABLE , MASS.
712 MAIN STREET CH. BYE
HYANN I S+ . SHEET_.1.. OF � A MASS. " REG. LAND SURVEYOR
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T'TAL ZZ4CN/NG AgeA SQ .fT. E � L LL' M/ /iNCX
4EACNI)V6 AREA► �" SQ. FT. PEAt
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BRUCE - MORSE
N
ELDREDG No.10951 O
GISTS-QGJ ..� ELOr?EDGE cIYGIN �i.iG �D,/,YG.
GISTS FFSS/ONAL��6` (r� waGRovwJ YYi4TG�l� fNCOU 7/2 J►►/1!N ST.
S;K i C3.. .GROU,/VZ7 kVATE,e AT �L!V CL/F/VT. ^ � D r. f
J09 ND: Z. SHEET=oF _i
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�/ C _j _II
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z(�-j u a n F- -� rn o
1 ,5amsPond � � N '.
WATER SURFACE EL.=94.15f, 121411515 W N Q
UZ
_ 0 ~ "
94,11 • 9 94.12 94.09 ^
TB - ---%-T 95.12 W zLLI �°
• B (n Z a)
94.23 ', - -�6.02_-- ---���i8-_-_J Q ,�O o
94,15 • y)� cc
�� -- W i •2
OF POND i9,5' �101.63 -- V) N 0 C A) re)
Ep•G E TB /' 101,92--' Q_ T'Ni N 'Mn
N 90,30 o
94.1
B / / / 100,33,/ 105,63/x94.1 a 107.09 1-N o, .ao9 .
TB 0
94.43
_ / i Jam/ //
108.54 z
J / /
w
' WOOQJEDP 8,83 - / V
PVC ARDE O
j d
108,07 � 109,84 'n Z >
_/ 7 CY' / z `n Q Z N
_ARIL IQ: �118-��89� �wN-� J--�f N
112.59 J I o 00
/ �112.81 - cn cn ¢ z d N
18,338±SE-K 109,97 ,1 2v�' } �-`�, 1 ,__- Q c)Z � �n LU N
�•i i / / � JJJJ Q Q
PROPOSED 0-' _ ��/ i 114.11� �- > o �x o K)
PUMP CHAMBER y 117� .S� of Ct of z� =mL
-� oy' 113,94 �• w w a.w � � I
00
-- - i - - �".•�, P-•.�-...y.._/ice.. .->- N' ul
PROPOSED ,� � / E ° 119.59
SEPTIC TANK 1�-' -_` ����. ' �° 4L 'o 0
ol
EXISTING CESSPOOL / 16�� fde
TO BE PUMPED, FILLED P / e 120.12
WITH SAND & ABANDONED 118.78 de _ _ _ - �= ►
_ '.39•
5
TBM-3 rCE P❑❑L• 11 i 0 ,, ove)
AT1O COR. .05 + DEcKo(b log+) 126.55
120.3 o PA
5 UT LA
WORK LIMIT (TYP.) 2 + o Wi WALKO 1 6.9'.
1
SILTATION BARRIER - ROX.) a'
100' BUFFER TO R (APPRI�) o\
120.68 WE VE m
EDGE OF POND-��••y 1 Ex' S_E11g•0�( _\ o
J INV' z 0 c, .
100' BUFFER TO p W - �
TOP OF INLAND BANK � p- EXISTING g
0- " HOUSE(If.2 z
�; 121,16 '
�. . �T.O.F.�127.74f
CELLAR FLOOR, EL.=120.51-
124.90 G�9, ,
PATIO
oTP-
127.19 DTP-1 30 + 1 8.21
127.30 PATIO - /�
127,26 `:». 128.11"6 21.�.
129.10 -
?127,9 I ITIO w.
TBM
fe°ce939
CDR. STOOP ' 29.57
EL.=128J 1 WA /Rj ce� SIDEWALK P 128.
SHELL.:•:: R .75 9�53. zszo
DRIVEWAY` S❑ W 7BM-1
8.86
CONVENTIONAL S.A.S. 29 6 S 1�58 QO PK NAIL SET
FOR ILLUSTRATION ONLY-DO NOT INSTALL �/ EL.=129.20
2-500 GAL CHAMBERS SURROUNDED W4' STONE ` } -
BOTTOM AREA = 428.8 SF, SIDEWALL AREA = 185.2 SF 28.65
TOTAL EFFECTIVE AREA = 614.0 SF
TOTAL CAPACITY = 0.74 GPD/SF(614 SF) 454.4.GPD \ E x 100.9 99--EXISTING CONTOUR
+ �_
L AN 8 EXISTING SPOT GRADE
27.69 j E W EXISTING WATER SERVICE
P
1 U UNDERGROUND WIRES,
® TEST PIT
41j� BENCHMARK
LEGEND
GENERAL NOTES:
NEMA 4 JUNCTION BOX CORROSION RESISTANT 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL `
r & LIQUID-TIGHT CABLE CONNECTORS SUPPORTED BOARD OF HEALTH AND THE DESIGN ENGINEER. Ow•cs) +
BY 1-1/4" PVC CONDUIT. JOINTS TO BE MADE 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS IUO
PROVIDE WATERTIGHT 24" RISER WITH WATERTIGHT. AN SJE RHOMBUS-JB PLUGGER OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
SECURED FRAME & COVER TO GRADE LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
OR EQUAL IS RECOMMENDED. PROVIDE ENOUGH WIRE -310 CMR 15.405(1)(b): �,l� X ll
SLACK TO REMOVE PUMP 1) A 10' variance, S.A.S. to cellar wall, for a 10' setback. " �U^
INSTALL 1' PVC CONDUIT TO HOUSE FOR WIRING
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR
HOISTING CABLE 7x19 STAINLESS STEEL WITH WATERTIGHT JOINTS. WIRE HIGH WATER ALARM TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE
1/8" DIAMETER. / 1,760 LB. STRENGTH. 24'I•o-aDIA. FLOAT TO SJE RHOMBUS 'TANK ALERT XT ALARM PANEL DESIGN ENGINEER. V're
ON CIRCUIT SEPARATE FROM CIRCUIT TO THE PUMP. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
2" BALL VALVE (FIELD ADJUST FOR 20 GPM RATE) FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
INV.(IN)=118.00 .ENGINEER BEFORE CONSTRUCTION CONTINUES tT'
(INSTALL QUICK DISCONNECT FOR EASY REMOVAL) �°�
5. ALL ELEVATIONS BASED ON AN ASSUMED DATUM. J
-�' 2"SCH. 40 DISCHARGE (THROUGH RISER-SEE PROFILE) 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF ,uJ � i
ALARM ON EL: 116.08 - V
2" 90' ELBOW W/ 1/4" WEEP HOLE THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
PUMP ON EL: 115.08 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 1pV�
FOR SELF-DRAINING FORCE MAIN G i
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
PUMP .OFF EL: 114.75 24 12 2" SWING CHECK VALVE ' 8. THERE ARE NO WELLS WITHIN 150' OF THE PROPOSED SEPTIC SYSTEM.
BOTTOM OF g" 2" SCH. 40 PVC DISCHARGE PIPE 9. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED AS
PUMP CHAMBER AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE DIRECTED 1
ELEV.= 114.05 1 ADDITIONAL 3/16" VENT HOLE (MIN.) ABOVE PUMP FLANGE BY THE APPROVING AUTHORITIES. DRIVEWAY SURFACE SHALL BE RESTORED
PROVIDE 2 FLOATS: (TO PREVENT PREMATURE PUMP BURNOUT) WITH PAVEMENT OR STONE.
10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY �br
FLOAT N0.1: PUMP ON/OFF-POLYLOCK FLOAT PROVIDED WITH PUMP THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING
FLOAT NO.2: ALARM ACTIVATION FLOAT-PROVIDED WITH ALARM PANEL LIBERTY SERIES PUMP ' H.P. 115 V CONSTRUCTION.
ON SEPARATE CIRCUIT FROM PUMP SPECIFIED WITH 2 DISCHARGE,
HARGE, OR EQUAL
( ) 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
PUMP CHAMBER, PUMP & ACCESSORIES AVAILABLE AS A UNIT IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S., OR
CAPE WINWATER WORKS CO., HYANNIS, MA. 508 862-0166 N OTHERWISE DIRECTED AND REPLACE WITH CLEAN SAND AS SPECIFIED
( ) IN 310 CMR 15.255(3). d
NOTE: APPROVED ALTERNATE MAY BE SUBSTITUTED. 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE -top
PUMP DETAIL 13INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. [zrr*
. THE ENGINEER IS NOT RESPONSIBLE FOR ANY UNDOCUMENTED EXISTING
N.T.S. SEPTIC SYSTEM COMPONENTS NOT SHOWN ON THE PLAN. CA o�.
14. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND V
IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. n�
d%
�I2`lr6
63.25" DOSING 8c STORAGE REQUIREMENTS I i
DESIGN FLOW: 440 GPD
16• DOSING REQUIRED: 5 CYCLES/DAY (RECOMMENDED) L _ _ _OVERHANG CYCLE J
440 _ 5 = 88.0 GALLONS ?
/ 79. 2�0 p
34.5" DISTANCE REQUIRED BETWEEN PUMP
ON 'AND PUMP OFF FLOATS:
88.0 GAL/CYCLE --a- 125 GAL/FT = 0.35 FT/CYCLE (SAY 4") 0' �•1'. ab'
STORAGE REQUIRED ABOVE WORKING LEVEL: 440 GALLONSN \PROP. �-
TOP VIEW STORAGE PROVIDED: _ S.A.S.- \ '
60" INVIII .(IN) EL: 118.00 - PUMP ON EL: 115.08 = 2.92' I►--30.0---�I�
END CAP END CAP STORAGE PROVIDED = 2.92' X 250 GAL/FT = 730.0 GALLONS LAYOUT
FRONT VIEW SIDE VIEW S�A�S
END CAP O
REAR/TOP VIEW
I. . . .I�Tu
SIDE VIEW PROPOSED SEPTIC SYSTEM UPGRADE PLAN
25 PINE LANE, OSTERVILLE, MA
NOTE: UNIT CONFIGURATION AND AVAILABILITY SUBJECT - Prepared for: Jane Flacks, 25 Pine Lane, Osterville, MA 02655
To CHANGE WITHOUT NOTICE. PRODUCT DETAIL MAY Engineering b SCALE DRAWN JOB. N0.
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE. 9 9 Y
4640 TRUEMAN BLVD Arc 36HC HD DETAIL Engineering Works, Inc. N.T.S. P.T.M. 223-15
®
HILLIARD, OHIO 43026 UNITS MUST BE STAMPED HD U-LJIJ l�U,. 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO.
RAI ADVANCED DNAGE SYSTEMS, INC. (508) 477-5313 12/1 1/15 P.T.M. 3 of 3
.' NOTE: TO PREVENT BREAKOUT, THE PROPOSED
FINISH GRADE SHALL NOT BE < EL:125.3
SEPTIC TANK & PUMP HAMBER FOR A DISTANCE OF 15' AROUND THE
INSTALL RISERS & COVERS OVER INLET MANHOLES SET TO 6" OF FINISH GRADE PERIMETER OF THE S.A.S.
INSTALL RISERS & COVERS OVER OUTLET MANHOLES SET TO FINISH GRADE. COVERS PROPOSED D-BOX PROPOSED S.A.S.
SHALL BE SECURED TO PREVENT UNAUTHORIZED ACCESS. INSTALL 1 INSPECTION PORT MIN.
INSTALL RISER & WATERTIGHT AT END OF S.A.S. PORT(
)
COVER SET TO 6" OF GRADE
CELLAR FLOOR=120.5t
F.G. EL.=120.2t F.G. EL.=120.0f F.G. EL.=127.9t F.G. EL.=128.0t
F.G. EL.=120.Of
___ / / MAINTAIN 2% GRADE MIN.) OVER S.A.S.
24'OIA. 24"Dla i
L = 16'(MAX) INSPECTION PORT
L 10' L 10' TOP LOADED
® S=1% (MIN.) TOP OF TANK=118.94 11 ® S=1% (MIN.) (MIN.)
4"SCH40 PVC 24"DIA.COVER ® S=1% (MIN.) TOP OF TANK=118.59 4"SCH40 PVC INV.=125.58 ONE MIN.
4"SCH40 PVC 2" ,SCH 40 PVC
10^ 13 - 4 t 3 PROVIDE THRUST BLOCKS ALL BENDS 6'
44" LIQUID LEVEL 14 INV.=118.00 1p 2 floats INVER
47" LIQUID
EFF DENT INV.=118.10 LEVEL (MAX.) INV.=117.75f INV.=125.97 PROPOSED INV.=125.80
I T 5 ROWS OF 6 UNITS AT 5.0'/UNIT=.30.0'
BOTT. OF TANK=114.40.E B TT OF TANK=1 14.05 ��
SOIL ABSORPTION SYSTEM (PROFILE)
PROPOSED 1500 GALLON SEPTIC TANK PROPOSED 1000 GALLON PUMP CHAMBER INSTALL
INLET TEE
INFILTRATOR IM1530 GALLON PLASTIC TANK INFILTRATOR IM1060 GALLON PLASTIC TANK ESTABLISH VEGETATIVE COVER
INV.=1L8.35
BACKFILL WITH CLEAN NATIVE OR '
[PROVIDE NEW SEWER OUTLET PERC SAND TO TOP of CHAMBERS
AT HOUSE, INV.=119.5(VERIFY
NOTES: INV. ELEV.=125.58 '; `•; BREAKOUT=TOP
TOP EL.=125.33
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE
-
TO INSTALLATION.INVERTS, PRIOR
-1 4.00 BOTTOM M ELEV. 2 0 0
2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 2.83'
TRUE TO GRADE ON A MECHANICALLY COMPACTED 5' MIN. ABOVE BOTTOM OF
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN T.P. EXCAVATION OR G.W. EFFECTIVE WIDTH=14.2'
310 CMR 15.221(2). EXISTING SUITABLE
3) INSTALL INLET & OUTLET TEES AS REQUIRED. NO G.W., EL=117.9 MATERIAL
a
4) EFFLUENT FILTER TO BE INSTALLED ON OUTLET TEE POND WATER SURFACE, EL.=94.2t
AS MANUFACTURED ZABEL OR EQUAL-FILTERArc 36HC HD
BE INSPECTED ANDBCLEANED ANNUALLY (MIN.),SHALL SEPTIC SYSTEM PROFILE USE IN STONELESS5 ROWS OFDCONFIGURATION UNITS
TO PREVENT SEWAGE BACKUP.
N.T.S. TYPICAL SECTION
DESIGN CRITERIA SOIL LOG
NUMBER OF BEDROOMS: 4 BEDROOMS DATE: NOVEMBER 24, 2015 (REF. P#14,892)
SOIL TEXTURAL CLASS: CLASS I SOIL EVALUATOR: PETER McENTEE PE, (SE#1542)
DESIGN PERCOLATION RATE: <2 MIN/IN WITNESS: DAVID STANTON RS (HEALTH AGENT)
DAILY FLOW: 440 GPD
Elev. TP- I Depth Elev. TP-2 Depth
-� -
DESIGN FLOW: 440 GPD 127.9 A 0" 128.0 A 0" BUOYANCY CALCULATIONS
GARBAGE GRINDER: NO-S.A.S. IS NOT DESIGNED FOR GARBAGE GRINDER LOAMY SAND LOAMY SAND
10YR 4/2 ' 10YR 4/2 8„ NOT APPLICABLE
LEACHING AREA REQUIRED: (440 GPD) = 594.6 SF 127.2 B 8 1 27 �3 6
.74 GPD/SF LOAMY SAND LOAMY SAND
I 10YR S
10YR 5/4 , /
PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY-PLASTIC 125.4 30, 125.3 32
INFILTRATOR IM-1530
PROPOSED PUMP CHAMBER: 1000 GALLON CAPACITY-PLASTIC 1 I PERC
INFILTRATOR IM-1060
PROPOSED D-BOX: 1 INLET, 5 OUTLET (MINIMUM), H-10 RATED MED. SAND ` MED. SAND 40' /58"
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 5 ROWS OF 6-ADS Arc 36HC HD UNITS WITH NO 2,5Y 6/6 2.5Y 6/6 25 PINE LANE, OSTERVILLE, MA
SEPARATION BETWEEN EACH ROW & NO STONE Prepared for: Jane Flacks, 25 Pine Lane, Osterville, MA 02655
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT)
(Arc36 Units) 30 UNITS x 5.0 LF x 4.80 SF/LF = 720.0 SF Engineering by: SCALE DRAWN JOB. NO.
117.9 120" 118.0 120 En ineerin Works Inc. N.T.S. P.T.M. 223-15
DESIGN FLOW PROVIDED: 0.74 GPD/SF(720.0 SF) = 532.8 GPD I Engineering
NOMINAL AREA OF BED = 14.7 x D/S0.0' = 426.0 ) NO GROUNDWATER OBSERVED 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO.
PERC RATE 2 MIN/IN., ( C HORIZON) (508) 477-5313 12/11/15 P.T.M. 2 of 3