HomeMy WebLinkAbout0176 HICKORY HILL CIRCLE - Health 176 Hickory Hill Circle
- Osterville
A= 121-050 a
1
I�
t:
o
t a
F
r
4
e
N
l
Q I,.
No. I (J Fee 4 2��
O0
THE COMMONWEALTH OF MASSACHUSETTS Entered in comp
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
2pplitation for bisposal *pstrm Construrtion Permit
Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. I°7 L $lo e.4.o,z7 1+;i z'-1,r Owner's Name,Address,and Tel.No. L.c4rL✓t�
Assessor's Map/Parcel I a. (- �O V i5y
Installer's Name,Address,and Tel.No. C;q f 4j; Ot f a rfc- Designer's Name,Address,and Tel.No. _
�-_z3o+c 7 1.3 r" 7k.G¢�iti �✓u2y I�eai. �+b3S Fsucol s 1
Type of Building: _
Dwelling No.of Bedrooms 'Lot Size /5 0 3 Z o t sq.ft. Garbage Grinder( )
Other Type of Building 5 r y`� �w.,�� No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 40 gpd Design flow provided gpd
Plan Date J~3 L r 2O 1( Number of sheets �� Revision Date
Title � t,4 efii( r
Size of Septic Tank 1000 .QIG-) Type of S.A.S.
Description of Soil
Nature of Repairs or Alt eratiorys(Answer when applicable) o c
Date last inspected: 5
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 Heal
Sig ed Date �"30 20 i 1
Application Approved by Date
Application Disapproved b Date
for the following reasons
Permit No. Z-0 0 y Date Issued 1 b l
No.20 (� -. RHO `ti Fee VV 00
oe
THE CO\NFTONWEALTH OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
Application fIIr, tsposal *pstrm Construction 3pPrmit
Application for a Permit to Construct( ) Repair Upgrade(j) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 1"j L µ;j f ���r Owner's Name,Address,and Tel.No. Z,K1tz,A-.1 w c 1 c .%
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. C' � ,� N Designer's Name,Address,and Tel.No.
,f�.c i
Type of Building:
Dwelling, No.of Bedrooms 1 Lot Size 3 o t sq.ft. Garbage Grinder( )
Other Type of Building 5 i ti 1t mr•,1 No.of Persons Showers( ) Cafeteria( )
i
Other`Fixtures
Design Flow(min.required) D gpd Design flow provided gpd
Plan Date- 3 y r 2 0 1 ( Number of sheets "Z— Revision Date
Title 1"A,
Size of Septic Tank 1000 (2y, Type of S.A.S.
Description of Soil
r'�Fly
III L lan L C��{ 2_
Nature of Repairs or Alterations(Answer when applicable) 43 o r
Date last inspected: Za
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
i
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 Healt .
Signed Date �' 3�0 ' 2a
Application Approved by Date 6 /b I (!
Application Disapproved b Date
for the following reasons
Permit No. Zo({ - (8 c Date Issued �6
- _- -
- -THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(X) Upgraded( )
Abandoned( )by42;A&
at !�?b 1-�� �,u,� I-�,l� b 5�{,.,��� _�_ has been constructed in accordance
with the provisions of Title 5 and the f r Disposal System Construction Permit No.Z0l1^ B(� dated 6 6 1
Installer ..� � Q J��-c} t L,— Designer kj o vL L.
#bedrooms Approved design flow ' gpd
The issuance of this permit
shall nol
be construed as a guarantee that the systemrin-fun do as e r e .
Date f�/ /� Inspector
�- ---------- --------------------------------------- ----------------------'---- --------------- -----------------------------------
y No.20 I r✓O C Fee `00• ,O
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Disposal 6pstem Construction Vermit
Permission is hereby granted to Construct( ) Repair(, ) , Upgrade(/ ) Abandon( )
System located at �� (o ��1 Ci� e,.L (t (_� �G b 5 tt r r.r k(y
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.
t
Date C/V t Approved by 74
TOWN OF BARNSTABLE
LOCATION VA* )A,de C f,A.- SEWAGE# 2-O t l — 1'9 6
4<ILLAGE 05� s j. -ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO. eu[fie f ,n 3 p S/?7 X?77
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) (size)
NO.OF BEDROOMS
OWNER
PERMIT DATE: COMPLIANCE DATE:
i
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility .v0 Z11 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��p(��LQp fir// .O'��SLf `LL C
a
t
3'
Gu Rap
z
Cy
w
G c9
UO/ Ll; Lull UO. YJ f -
Town of Barnstable
Regulatory Services
Thomas F. Geiler,Director
$ i Public Health Division
'b39' Thomas McKean,Director
200 Main Street, Hyman*MA 02601
Office: 508-862-4644 Fax: 509-790-6304
Date: 2 Sewage Permit# o .i ' r Assessor's Map/Pareel I Z/ — SZ
Installer&Designer CeEffMtiom Ford
Designer: 1=.,9, n� W o r'us. Ins . Installer:
Address: 1 z W. C.rn_t„s lal 24. Address: l�4
�� 3-d � M A- 02�yy
On " 2,0 t k 4 �was issued a permit to install a
(date) (installer)
- ��. S based on a design drawn by
septic system at ( -7(a H QR,( -�
ess)
dated I 1
(designer)
l 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. Stnpout (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 ' ed and the soils
were found satisfactory. .tH OF
PETER T.
WENTEE
1er's Signat CIVIL y
,9 No'38109
(Designer's Signature) (Affix Design )
PLEASE REIM TO BARNSTABLE PUBLIC HEALTH DIVISION, CERTIFICATE
OF COhffkWCE WILL NOT BE I SUED UNTIL BOTH -KIUS EORM AND AS-
BUELT CARD ARE RECEIVED BY THE BARNSTABLE PITHIF IC HEALTH DIVISION.
THANK YOU. -
g1offcc formsldesipmrenification form.doc
Lawrence F Welch
176 Hickory Hill Circle
Osterville, MA 02655
508-878-1634
June 13, 2011
Director of Health
Town of Barnstable
Main St
Hyannis, MA 02601
Dear Director of Health or to whom it may concern,
This is to confirm that we, the undersigned,have owned the dwelling located at 176 Hickory
Hill Circle, Osterville, since it was first constructed in the fall of 1979 and we have
continued to reside at same since that time.
This home was originally constructed as a four bedroom home with two on each floor and
each bedroom having a least one full clothes closet. You may also be interested to know, the
interior architecture of the home has not been altered or modified at any time during this 32
year period
Please let us know, if you require anything further from us in this regard or if you feel it
necessary to make personal visit to inspect the premises.
Since 1�
awrence F� Sally A. Welch
t
of
iz
l
rAo
7rjW
• . r
.10
[AM,
- Y - r-40
op�
Town of Barnstable P# ) 3--3�
Department of Regulatory Services
Public Health Division Date 3
MAS&
039. ,d� 200 Main Street,Hyannis MA 02601
Date Scheduled Li Time Fee Pd. U
Soil Suitability Assessment for Sewage isposal-,
Performed By: � `� - r��-2-� Witnessed+By: ! v\ ,S
LOCATION& GENERAL INFORMATION
Location Address' ' L °YY t l Owner's Name
Address 1-7 d e`C�C Gam{ �`�� �
[Assessor`s Map/Parcel: I Z. `— �� Engineer's Name � �
NEW CONSTRUCTION REPAIR ! - ," Telephone# s 0`[�' 7 3�," L;
Land Use i � a i Slopes(%) Surface Stones /J JIN
Distances from: Open Water Body 14 6N-, ft Possible Wet Area OJ� ft Drinking Water Well ft
Drainage Way ft Property Line l }� ft Other i ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
I CJ
<� '
- - �a
� . rn
Parent material(geologic) Depth to Bedrock.
Depth to Groundwater. Standing Water in Hole: 1ej/^ Weeping from Pit Nee �J
Estimated Seasonal High Groundwater - % 3 rP
DETERMINATION FOR SEASONAL HIGH WATER FABLE
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles: lit,
Depth to weeping from side of obs.hole: _--in, �Crnunsl+,vntrr-Ad; sttr tint fY
_: .- -
.«a *- -Index Weifri` lteading`Date ' Index Well level A41,factor Adj.Groutulwater level e.
PERCOLATION TEST wtg- Thne,v�, ;
Observation j
Hole# Time at 9"
Depth of Pere , Time at 6"
Start Pre-soak Time @ �. Ci I (Q vt, Time(9"-6")
End Pre-soak 1 s'
Rate Min./Inch. '
Site Suitability Assessment: Site Passed - Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
1
***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:ISEPT[CIPERCFORM.DOC #
DEEP OBSERVATION HOLE LOG Hole#_MP—\
Depth from Soil Horizon Soil Texture .Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders.
c Consistency. Gravel)
• 2.:-13G �- M S 2-�1P�/
DEEP OBSERVATION HOLE LOG Hole# 1-'—
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
2z -y& ia 2
- DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil - - -Other.
Surface(iii.) - (USDA) . (Munsell) Mottling (Structure,Stones,Boulders.
- Consistency.%Gravel)
1
r
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil , Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders,
Cons n
Flood Insurance Rate Map:
Above 500 Y ear flood boundary No_ Yes m x
Within 500 year boundary No—K Yes
Within 100 year flood boundary No Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious terial 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 (date)^I have passed the soil evaluator examination approved by the
Department of Environmental Protection and"that the above analysis-was"performed by in consistent with
the required training,expertise and experience described in 310 CMR 15.017. g
Signature Date
QaSEpnC\PERCFORM.DOC
l
LOCATION SEWAGE PERMIT NO.
tC r� li fs- 9— 40z
VI"LLAGE-
': S v .1��i� - 21 ®5b
INS TA LLE 'S NAME i ADDRESS
Y
.e U I L D E R OR OWNER
�. o J)U -7,,
DATE , PERMIT ISSU'E•D ��
DAT E COMPLIANCE ISSUED �l
F
�� - -
- -
,�
e
.THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
............. G 1 .........OF........ 44
Appliration for Uhipagal Works Toutitrurtinn Urrmit
Application is hereby made for a Permit to Construct ( -)-or Repair ( ) an Individual Sewage Disposal
ZYtat:
..... .... 0Se 6-; e v r-c ems...
Q Location.Address or t No.
s:. - ,�1�/!t W-----------•-•--•------_- F �1 ---- ':?� _.... !' ........
�p Owner Address
a Installer Address
Q Type of Building Size Lot_ _ .Sq. feet
Dwelling—No. of Bedrooms..............................................................................Expansion Attic ( ) Garbage Grinder ( )
aOther—Type of Building ............................ No. of persons................._---------- Showers Cafeteria ( )
Other fixtures ------------------------------ -G=dcao
•-•--•---------------------------------------------•----------------------------------------•------
W Design Flow____Ze'.4..........................gallons per 7= perkay. Total daily flow................ ..........gallons.
WSeptic Tank—Liquid capacity/oz.o.o..gallons Length_.......... Widtl�---X....... Diameter---------------- DepthX..........
x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No.......,f--------- Diameter.-_A0,___�t` 7 Depth below inlet__ ,_S ._.. Total leaching area.z8_®•.__sq. f .
Z Other Distribution box ( ) Dosing tank ( ) �'s` �r
�_4 Percolation Test Results Performed by...... :_.__ - -----............... Date__,J „?
Test Pit No. 1...::z---2minutes per inch Depth of Test Pit._1`-��__• Depth to ground water...
Test Pit No. 2................minutes per inch Depth of Test Pit-___-__-.._._____--- Depth to ground water........................
------------------------------------------------•---------------------------•----•---•--••-----------•-•--•--------------••------------------•-•-•••---
Description of Sc>il. �-� " � ' ---•-
���?��-t -`-S-v �_�C. -C..--•-•-----------------------------------
U --•-•--••-•-•-••------•-••-•-••-----_...
W ----------------........................................................................................................................................................................................
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 i:� y g g p y
5 of the State Sanitary Code— The undersigned further agrees not to lace the system in
operation until a Certificate of Compliance has been 'ssu by oard of 1 ealth.
A .....•---••....._•-•------- --- ------•-...1._'_..
Application Approved BY _
Date
Application Disapproved for the following reasons---------------------•-----------------------------------------------------------•-----------------._.........._.
-----------------------------•---•-••-----------•----------------------------•------....................................................................................................................
Date
PermitNo--------------------------------------------------------- Issued_.......................................................
Date
THE COMMONWEALTH OF MASSACHUSETTS
BOARD" Off' H ALTH
OF .--
ApplirFafion for Btfqvuiiaal Works Tomitrurtinn ramit
Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal
System at:
•-� ...,{! �°� � cz/zc::`G
Location-Address /.) or/��tj No �e ._�w..............
Owner Address
'rJaA,�`------- ,��'ts ------------------------------------ --------- lt/,tS...------.....::_------------------------------------ ....---
Installer Address __
Type of Building Size"Lot_ .. _ _Sq. feet
Dwelling—No. of Bedrooms....__--�'.................................Expansion Attic ( ) Garbage Grinder ( )
Other—Type of Building ............................ No. of persons---------------------------- Showers ( ) — Cafeteria ( )
al Other fixtures --------------------------------- --
l 3 . ia .
W Design Flow........ ..........................gallons per_par&&� per-ay. Total daily flow-----------------7i� _ .........gallons.
WSeptic Tank=tiquid`capacity�%a ct ;.gallons Length_:_..._...... Width..... . .__ Diameter_______ Depth./_r._._....
x Disposal Trench No...................... Width.................... Total Length.................... Total leaching area_,__, .........sq. ft.
Seepage Pit No......... Diameter __ ?,.__:."�___ Depth below inlet..6. rP._.. Total leaching area.,?S.R....sq. ft.
Z Other Distribution box ( ),_ Dosing tank
Percolation Test Results Performed by- -':..... :.'-_:� ..__._._ Date.._ 0 e�.............
,aa Test Pit No. 1.. _ _minutes per inch Depth of Test Pit_____--- %f__. Depth to ground water _
M
fi, Test Pit No. 2.................minutes per inch Depth of Test Pit.................... Depth to ground water........................
19 --V....•-------------------••-•--•--••----•-------••---•-•-•-•---•----••...._......._....-••-••.............................................................
D Description of Soil........�-''- ... - = "- - ,;.e,5�3 `� '. �^
- tiYr r�' C„✓ ,d?^' .,.9 t.a ry,,,�✓' ". �d'�`'-;'
s
W
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 TITLE,
pof the State Sanitary Code—Th dersigned further agrees not to place the system in
operation until a Certificate of Compliance
has d pbe oard of health.
Sgnedb soF"''•,�'�y. fJ ................ - /
..
te
Application Approved By,e Date
'Application Disapproved for the.following reasons:----•------------------•--....--------------------------------...-----------•--------------------------•--------
_ _ ,
N
------------••---------------•--_-_--------•---- ----------------------•----_-__-•-------------------------------------------------.-------- .. ...D =
_ ',; - Date
PermitNo------------------------------------------ ...... Issued_.......................................................
. Date
l
? THE COMMONWEALTH OF MASSACHUSETTS
BOARD OF HEALTH
O F..: ..............
i�,, ..._._.. . Trrtifiratr laf Tuntpliaanrr
THIS IS TO CERTI That th dividual Sewage Disposal System constructed ( ) or Repaired ( )
by-------------- •••• An
••- :_.:- •_-----• -------- ---,
+.
at .+ � }� ---- ------• ----•-•--•-•----•-- ---------------------•---•----...
has en instalI in accordance with the provisions of TI j f it State Sanitary C e:a,2dSscxik�e in the
J
application for Disposal Works Construction Permit No.___. _ _____________---- dated_.-------------------------------...............
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE
SYSTEM,-,"WILL FUNCTION SATISFACTORY.'
DATE.........../74/.fr 1?� ............. Inspector'. � (mil�.,��,/. f.
-"tee THE COMMONWEALTH OF MASSACHUSETTS
ell— BOARD OF EALTHx—, � .
G,Gt oF. .......
No.cz�")'�la +� FEE.........................
UWpos al IV rkg %'Dowi#r ion "permit
Permission is, hereby granted ------: 1
to Construc ( air ( ) an Individ ewage spo System"
«»
G7 ItX ¢_ r Street w.a s`*7 J
as shown n the application for Disposal NATorks Construction Per o.__..___.' __._ D
(..� Board of Health
DATE..
FORM 1255 HOBBS & WARREN. INC., PUBLISHERS
LEGEND Wo°d
EXISTING SEPTIC TANK N
(approx.) -- gg --'EXISTING CONTOUR
TOP ,OF TANK, EL.=102.27f
�,,,,• ,o x 100.98 EXISTING SPOT, GRADE .,
6� INV.(OUT)=100.94f(verify)
99�A t W EXISTING WATER SERVICE o LOCUS-�ti3O�°
EXISTING GAS SERVICE
EXISTING LEACH PIT 'ro BPiI?C�1/77O'P�C 'S6 t C
(approx.) S O.H.W-- OVERHEAD WIRES co °o
TO BE LOCATED,TED, PUMPED, FILLED 3J - OUTSIDE COR. OF BULKHEAD I o
W/ SAND AND ABANDONED EL.=103.52(Assumed datum) TEST PIT N
BENCHMARK '� �'� c ,°y° o�
S 27'00'00" E 106�;77
x 106,81 .74 4 106.41 y PINE TREE
x 107.54 -I 106J5 140.03 m
�s r- --- � 1k ; Ps
�i/mW� J----------Z • ._J1-a6---- --- �:��-- ���r� r
g -? • .. .'//�,\ ROOa
��p i �. INSTALL' •1.05,•4.2. ' ' • • I a, LOCUS MAP.
i� I I �CLEANOUT I O a
,rr + 4 03 105,69+ � � �0 � ,o
�Y05.04 ��! Q Cn cn NOT TO SCALE
wa// 10 .92 r *I- 10 rn'. 1
�\103.7+� -1 GENERAL .NOTES:
�- \ D BY THE AL
_ +.0 �` :m 1. ALL CHANGES TO THIS PLAN MUST BE APPROVE E LOCAL
+. . . . . BOARD OF 'HEALTH AND THE DESIGN ENGINEER.
7� DECK 103,21 �• �\ x 105.62
2.
ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS'
o � a Q
103,75
x 103r1 90'. <
' .• r x OF THE STATE ENVIRONMENTAL CODE,-TITLE V AND ANY APPLICABLE
. \ cn
o' .
j �%t- 102.46> y ' LOCAL, RULES AND REGULATIONS.
z 103 62 i GARAGE �' �\ :�� I 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED. PRIOR
3U"51 P' �_ TO INSPECTION AND APPROVAL' BY THE BOARD OF HEALTH AND THE
x ,,, _ x EXISTING / --tO � m`
o�1 I r \ DESIGN ENGINEER.
HOUSE 176
105,05 W. � :w I �# Z : 36"ST�J(1P �� - 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
N 103,59) +r �\ x 103.15 FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
,s T.O.F.=104.5t �t
>� - - ��� -E 10ri,25 x 102, 0 ENGINEER BEFORE CONSTRUCTION.CONTINUES.
-
m 5 �.. GS 103.04
TP_1r > t 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
I
P
• 2s-
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
PAl/ED ` 102,37x i' tp-2 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
`� -- • - _ _DRIVEWA"Y SH UBS 20 r� r r� i' �' HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
a t SHRUBS Oi IL.r
&3,'� , CC `` 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
\ V x 103.25 _
102 6z �. 103.09 - rr 100 84+ 8. THERE ARE NO WELLS WITHIN 150' OF THE •PROPOSED' S.A.S.
< LAWNRIGAT/ON car r����r `V \,r 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS
_ 5x ,��� r ��\� „101,07. AGREED. UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE
100,55 v r 100,60• 101.67
7 ` +• DIRECTED BY THE APPROVING AUTHORITIES.
.4.
10.1 . . . . . .. .+-101, . . . .
t 3
45 66 �' •� " i� 10. IT SHALL BE THE RESPONSIBILITY OF.THE CONTRACTOR TO VERIFY
_ _ F LOT 53
� THE LOCATION OF ALL UNDERGROUND UTILITIES PRIOR TO BEGINNING
PN . 121 -50 CONSTRUCTION.
r--- p� 100,26 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS
I 15,320 S.F.t / IN THE AREA BENEATH AND FOR -5' ON ALL SIDES OF THE S.A.S. AND
I - /
101,03 z �. 100.82
i 0 REPLACE WITH CLEAN SAND AS SPECIFIED IN 31.0 CMR 255(3).
101.56 61.69'• ' • • . . • • • • • • P��� Mgssq� 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE
HI D10� N
S*IO'SO" W �G INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL.
o PETER T• 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND
100,11 DMH � � McENTEE _',
101.83 p• edge of 100.32 o CIVIL "' IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY.
/ 101,10 pavement. 10 0.71 r, o. 35109
�Ec/STE�`�° �� PROPOSED '`SEPTIC SYSTEM UPGRADE PLAN
A ENG�
176 HICKORY HILL CIRCLE, OSTERVILLE, MA
. (�
r 176 Hickor Hill it
H/CKOR Y - PILL CIRCLE Pre Prepared for: Larry Welch, y C Circle, Osterville, MA 02655
Engineering Engineering by:
ALE DRAWN JOB. NO.
OWNER OF RECORD Wor , Inc.nc.
df l e e WELCH, LAWRENCE F & SALLY A ks I 1"=20' P.T.M. 132-11
` . 176 HICKORY HILL ROAD 12 West Crossfield Road, Forestdale; MA 02644 DATE CHECKED SHEET 0.
I % OSTERVILLE, MA 02655 (508) 477-5313 4/8/11 P.T.M. 1 Of 2
µ -
r
to
NOTE: TO PREVENT BREAKOUT, THE PROPOSED
I FINISH GRADE SHALL NOT BE < EL.96.3
SEPTIC TANK PROPOSED D—BOX FOR A DISTANCE OF 15' AROUND THE
INSTALL RISERS & COVERS OVER INLET & INSTALL RISER & WATERTIGHT
PROPOSED S.A.S. PERIMETER OF THE S.A.S.
OUTLET AND SET TO 6" OF FINISH GRADE COVER SET TO 6" OF GRADE INSTALL INSPECTION PORT OVER END UNIT EXISTING u'0,, A�
HOUSE, .0-
T.O.F. T.0.F.=104.5f
EXISTING F.G. EL.=103.5t F.G. EL: 101.3t F.G. 100.8(MAX.) 9'
2�� ,
MAINTAIN 27 GRADE (MIN.) OVER S.A.S.
-- 38.3'
' L 78' INSPECTION 2O0' I' Q
PORT
® S=1% (MIN.) ® S=1% (MIN
6' .)
4"SCH40 PVC 4"SCH40 PVC QO C7
„
LL
14" ? s- 10.75" TO �� Q� 0 N,
EXISTING 48" LIQUID INVERT 1 ' 0
LEVEL
�LADD
GAS BAFFLE INV.=97.87 PROPOSED INV.=97.60 5 ROWS OF 5 UNITS AT 5.0'/U IT = 25.0' S.A�S"1../�1YOU"Ir
--,-.. INV.=100.94t D—BOX INV.=97.40 is y
EXISTING SOIL ABSORPTION SYSTEM (,PROFILE)
EXISTING SEPTIC TANK E A30-1
15-1/2"
ESTABLISH VEGETATIVE COVER
BACKFILL WITH_CLEAN NATIVE OR ... =C 2"
NOTES: PERC SANG TO TOP OF CHAMBERS
1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE
J _T_
INVERTS, PRIOR TO INSTALLATION. BREAKOUT=TOP
2) D—BOX SHALL BE SET LEVEL AND TRUE TO TOP ELEV.=97.83
O
INV. ELEV.=97.40 I I
GRADE ON A MECHANICALLY COMPACTED SIX AO O a A 17„
INCH CRUSHED STONE BASE, AS SPECIFIED IN "' 8" •> ',1 O"
BOTTOM ELEV.=96.50— ' s
310 .CMR 15.221(2).
7
i
3) INSTALL INLET & OUTLET TEES AS REQUIRED. 5' MIN. ABOVE BOTTOM OF
J
4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE T.P. EXCAVATION OR G.W. EFFECTIVE; WIDTH=14.2' SECTION A-A 2
AS MANUFACTURED BY TUF—TITE, ZABEL OR EQUAL A
EXISTING SUITABLE DISTRIBUTION BOX
NO G.W., EL=89.6 = MATERIAL
USE 5 ROWS OF 5—ADS Arc 36HC UNITS WITH 53.25"
NO SEPARATION BETWEEN EACH ROW & NO STONE
SEPTIC., SYSTEM PROFILE TYPICAL SECTION
N.T.S.
34.5" 1 .
SOIL LOG
DESIGN CRITERIA DATE: APRIL 7, 2011 (REF#13,236
SOIL EVALUATOR: PETER. McENTEE (SE#1542).
NUMBER OF BEDROOMS: 4 BEDROOMS WITNESS: DAVID'STANTON R.S. TOP VIEW
HEALTH AGENT
SOIL TEXTURAL CLASS: CLASS I
ELEV. TP_ — 1 DEPTH ELEV. TP—2 DEPTH
END CAP END CAP 60"
DESIGN PERCOLATION RATE: <2 MIN/IN 101.0 0" -1o0.9 011 FRONT VIEW SIDE VIEW
DAILY FLOW: 440 G.P.D. FILL FILL END CAP
REAR/TOP VIEW
DESIGN FLOW: 440 G.P.D. 99.5
A SANDY LOAM 18 99 6 A SANDY LOAM 16
GARBAGE GRINDER: NO 99.0 8 10YR 4/2 24„ 99 1 B 10YR 4/2 22„ TO TCHANGIE WITHOUTRATION AND NOTIICE. PRODUCT BILITY DETAIL
ECT SIDE VIEW
DETAIL SMAY
DIFFER SLIGHTLY FROM ACTUAL PRODUCT APPEARANCE.
EXISTING SEPTIC TANK: 1000 GALLON CAPACITY SANDY LOAM SANDY LOAM r
10YR 5/8 10YR 5/8 HLLARDU MAN 0 B VD
026
PROPOSED DISTRIBUTION BOX: 5 OUTLETS MINIMUM 97.5 42" 9i7.1 46" Are 36HC DETAIL
LEACHING AREA REQUIRED: (440) = 59416 S.F. C1 44" C1 ADVANCED DRAINAGE SYSTEMS, INC. UNITS MUST BE STAMPED H-20
.74 PERC PROPOSED SEPTIC SYSTEM UPGRADE PLAN
USE 5 ROWS OF 5—ADS Arc 36HC UNITS WITH NO 56 176 HICKORY HILL CIRCLE, OSTERVILLE, MA
SEPARATION BETWEEN EACH ROW & NO STONE VIED. SAND MED. SAND Prepared for: Larry Welch; 176 Hickory Hill Circle, Osterville, MA 02655
2.5Y 6/4 2.5Y 6/4
BOTTOM AREA: (GENERAL USE APPROVAL FOR 4.80 SF/LF OF UNIT) Engineering by: SCALE DRAWN JOB. No.
(Arc36HC Units) 25 UNITS x 5.0 LF x 4.80 SF/LF = 600.0 SF 89.7 136 89.6 136" Engineering Works, Inc. NTS P.T.M. 132-11
DESIGN FLOW PROVIDED: 0.74(600 S.F.) = 444 G.P.D. PERC RATE <2 MIN/NO GROUNDWATERI, ENCOUNTERED N.("C" HORIZON) 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0.
(508) 477-5313 4/8/11 P.T.M. 2 Of 2
i •
iL
/✓7 5 t
ovrnn
4-7
$e «#r3t «` lined
44 2 r ova r�/c. \ +,y' i -/ fN CL'S C,, c.j o,
0
7.
- - - -- - eXisa', nc� c,round Prof le f"
_..p -_ o-... O _.o --- o Z. 5/ G A L. E- . _ :'O _._------_------ S .` [__,,. T O ---_ .-..-..----- I/ E• ,� T S G /9 C_ /" _ /O'
5 C f4&CO. 40 FP V L. OAP_
' fB - %2 wastied srvne
EquAge TO r "- "r7,r-.�u"7 YV Per foot of
—7-9 A✓A p--
�� /.ti1 TEPEKR Lwl _ _. — -
f /-/ s fi A/ T • • •
Q • o • I
O/ST• f3 0 X (o'd a -
/
i
/ 000 6s qe_ 5Ef- c TA/l/K of 3�,�
- -- - washed Store °. � , .• I
-#-o
,, - `• BEL,/EoCo Hnvsz� h 9 :Y - _. TE57
- _
PE E' .� T AJ
E- /i�/ /'//t/C f> u/ TA-1 - -
'41 ". t1� u F C�Ln/ /
DATUM 1-7 5 t
4 9
p D
TEST ,I-it�` E #?
41- ✓S i 7 c�0 G /9 T�.v k
\ / f-f L?E_-Az>? cam.____ ¢ - • - - +- t �
f ,C -� `• \ \ ' \ ��;G� r.t.%�-7 t. ._ -� `;� S F ( c'' � ) = `7'`I�•..-sj Ca f�l L S�G�.q Y � �
E3 0 T T C:J
_ EACH f�i7- t
1.44
i
FE'T/r- Y Tt�9T T E E3L'/LO/A,/c� S (
51 TC.... - /�./ 49 (S � C � 7 JV
_ _•
�f. v'v/l O 1 J A-/ Ti-� (� F'!_ 9/'/ lam// F ,
G O/l./F D.E'_'/t•'7 T O T f-r E- E3(//C_f�/hJ G _ _ _ ___..__ - .__,__ `_
b. ^
SET-
E3F�Lk .E G1 a//PE ��EtiTS OF TNT
f3L. Z- G. SET'BAGA--
,AE C//,e r-;v7�/-/TS rq�\ 0
. )C n/i./ tw F Fl, _
loe / a2� c. 5 C: ACE : /9 5 S H o !.<J A/ L7 R T E `` F >✓ _ _' _._ _/ __ _ _
SUR A_
--' NAl
s ti ,
f,� S 7- G= 1%A/✓ 5 1-1 7 i9 S S / /U G.
f�P�C? c /� -
_ e X : strr� c� Gn/7fours L-30 9,EC:) wi TH
crorytours