HomeMy WebLinkAbout0276 WHEELER ROAD - Health 276 WHEELER ROAD
Marstons Mills
A = 082 _ 014 J
rJ
TOWN OF BARNSTABLE
LOCATION 176- UUkeltlr P14 SEWAGE# 201 VR7
VILLAGE Mr,,Ja,., M31 s ASSESSOR'S MAP&PARCEL 81 �tl
INSTALLER'S NAME&PHONE NO. &,A LLC- 771f-237-73130 ��
SEPTIC TANK CAPACITY
LEACHING FACILITY:(type) (size)
NO.OF BEDROOMS
OWNER �ez� — P :
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility 7 Z Feet
Private Water Supply Well and Leaching Facility(If any wells exist on
site or within 200 feet of leaching facility) i s® Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching,facility) l 6o Feet
FURNISHED BY M I c k q .( i o�,,A
W r "us" a�
F
L�r J 37
Loy'
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_k 45 i 41
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No. � -7 Fee Zs� -0
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
01pplitatlon for Misposal 6pstrm Cons"ttlon Permit
Application for a Permit to Construct(Q Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Rp 1�s,p
r
Location Address or Lot No. 216 WAEELG2 Ro, MARS?(WS Axii Owner's Name,Address,and Tel.No. 'V �
MR w-wo RvLLEtt /MRS G-"t-c 1=ECLCy
Assessor's Map/Parcel 8Z .ILL co
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. C'
f+),cblpEL 'T 1-AKACR / GP(LT41 F.Si-oMC(,l-C trc_,-a r f,.1�ssoc iAsEs
ti$ uCP-N AIJNe Rq -IAawicN MA O'zAW 774-7.37-778o P. qw--4r? CehTsjLvxLG MA c)tej L SOS-32$-94642
Type of Building:
Dwelling No.of Bedrooms /-r Lot Size 7Z,000 sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) L tom() gpd Design flow provided 566.8 gpd
Plan Date $-1.7-17 Number of sheets Revision Date B-16-►7
Title S.4t - Sam Vet Plan
Size of Septic Tank 1500 3JOes Type of S.A.S. PRECAST C►JAh66RS Ui TN ST60E AROUND
Description of Soil SEE' TEyr /_10LC L936rS
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected: r
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.
Si a Date $Z -/
Application Approved by --'"�� Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
(Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(Y) Repaired( ) Upgraded( )
Abandoned( )by -Z sUkJ E i ( C
i
X at � �( err�S�I+�f een constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit NLOI-) dated hq
Installer (l F 6—pt_)�JF_ ( Designer ,Ma
#bedrooms 4:� Approved design flow gpd
The issuance of this permit sball notibelonstrued as a guarantee that the system n si ed.
Date � Inspector
J
No. Fee 'L,.J
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
01pplication for Disposal *pstem c�Construction Fermat � 3a►►�
��„ a� �x��1
Application for a Permit to Construct()Q Repair-( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 276 WUEELC2.P 0, P1aRSTONs 'i i s S Owner's Name,Address,and Tel.No. /0` &��,
R..PAVIO FvCLER MRs GAYLE"FECe-eY •
Assessor's Map/Parcel
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
(v�,<NnEL T 7AKt-4 / EAeT14 STo)JE(,LC- t,cLILc2 �, hTSo4 i.jWr
-ILIR QuCeN JsNNL AD P&Pwick tih, 7-C4S 77(f-Z"i7-7'S80 P_Q-a4,Orr CEh-r.RtviuE n 3'L Sd$-3Z$-gC71
Type of Building:
Dwelling No.of Bedrooms y Lot Size 7 Z,OOC) tsq.8. Garbage Grinder( )
Other Type of Building No.of Persons t .(r f l� 1' A'howers( ) Cafeteria( )
Other Fixtures t' 1
Design Flow(min.required) L4i o gpd Design flow provided ° gpd
Plan Date 9-!-7-!7 Number of'sheets Z 1 vision Da{{te
Title S;� - Saua4a Pln,, t
Size of Septic Tank 1600 Gn110n s Type of S.A.S. P ZECps-r Ci)ANMCXS wi TN SToN6 A1tovN P
` Description of Soil SG_G TEST /-XOLC C-oGS
J-
Y
} Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
i
Compliance has been issued by this Board of Health.
1 Si Date 7-/
Application Approved by Date
,
Application Disapproved by Date
A
for the following reasons
Permit No._ "� Date Issued �}
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
r Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(')4 Repaired( ) Upgraded( )
Abandoned( )by� , z !!��J-j E }A r
X at - ((D llit (o �� d7 tS �IKds en-constructed inraccordance !
with the provisions of Title 5 and the for Disposal System Construction Permit N�/-) -a�7dated
Installer G� t �55_12k . (c C Designer I K)G2 Aj(,� e" �L�1/ �$•
#bedrooms ( Approved design flow 44:0 gpd
The issuance of this permit sl;all n.o tebe construed as a guarantee that the system ill-ffln-eb,.x sign�ed
Date b (-,I( Inspector
_ - -. . _----- --_-_-------:--:-------- _---- -_-- -- - - -- -- =- - ----- ---- - °------------
No. l 7 J Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Disposal *pstem Construction Permit
Permission is hereby granted to Construct(7() Repair( ) Upgrade( ) Abandon( )
System located at �to Vv I i� N1i��-T Z�!S M 1U S 1✓�1k
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 in st be completed within three years of the date of this pe I irrh t. —
Date d�5 Approved by r
Town of Barnstable
inspectional Se-Mices
We
Thwas McKean, Directar
300 eft t 4�t-yannis,MIA 02601
D i en nsta ter-
On ----- (Installer) --. + ss� zat t it
s system t _ _ f J-4 -on a des down by
(ad , ,
djaftd
l cerb that the septic system Winced above was instal,- _ led subst tialt accordingto
the d' �i Which may Lta i de i ar, ro_ ch es such la t
dist-nbuti boxand/or septicuink Strip out (if qu ) was inspected and the soils
vim found satisfactory.
l + rtif chit the septic; f insteJa d ►at t .`air us (I„�.N
5=T-than 1, �� eta r s� I--Ifien of f o nznt
0 septic System) but in dan With Stag LwW : � U-fiO is: "tea revision or
a i led Rs=bitt by designer-to follow. Strip out(if uind) area inspected and the so2ils
WCM found satisfactory.
certify tit the. yystam referencedabove + s t d.in rrt Iien with the to ma of
o AA appro lners ofappti able
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Town of-Barnstable �P# -
' Department of Regulatory,Services ,
_ _ "_ • Public Health Division _ Date [
i : 1ARN9rABrl, +`
. nrnsa
fy %619.��� 200 Main Street,Hyannis MA 02601
Date Scheduled Time Fee Pd. 4
E Soil Sul ability Assessment for Sew is osal;41
Performed By: 1 �i l�L
Y Witnessed By:
LOCATION& GENERAL INFORMATION..
Location
//Address Owrier's Name
Address'"
Assessor's Map�ce: Engineer's Name i
/
NEW CONSTRU ION l/ REPAIR Telephone# SOB ice$
'Land Use QeS/09- 0 a Gc,� Gv�GCc� f 1Q4 .(JF�"
Slopes(/o) �0 2D /. Surface Stones
i
Distances from; Open Water Body>/S�) ft Possible Wet Area> S�_ft Drinking Water Well)�ft
Drainage Way 00 ft Property Line ?Z O ft Other ft t
c
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
1
! i
C= C)
4
i
Parent material(geologic) 3'3ti 1vvGJ � Depth to Bedrock
Depth to Groundwater: Standing Water in Hole: / 1A Weeping from Pit Face
Estimated Seasonal High Groundwater
DE T RMINATION FOR SEASONAL HIGH WATER TABLE
Method Used: _Aj i
Depth ObseKeJ standing in obs.hole: in. Depth to soil mottles: �in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ' ft.
Index Well# Reading Date: yIndex Well level Adj.factor Adj.Groundwater Level_
PERCOLATION TEST Date Time
Observation
Hole# ' 3 v Time at 9" ,
I 4ii
Depth ofPerc ! _: J!-5�!, r `°}
Time at 6"
Start Pre-soak Time @ Time(9;'-6'>) ±
End Pre-soak 1 0/ L
Rate Min./Inch t
Site Suitability Assessment: Site Passed a Site Failed:, Additional Testing Needed(Y/N) t ;
Original: Public Health Division Observation Hole Data To Be Completed on Back............t
***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:ISEPTIC\PERCFORM.DOC
DEEP OBSERVATION HOLE LOG Hole,#
Depth from Soil Horizon ISoii•Texture' . .iSoil Color °Soil Other
Surface(in.) (USDA) .*. (Mansell) T, Mottling `(Structure,`Stones,Boulders.
Consistency:%Gravel)
r„Ye"fi k y°ct'
C,4s
s
• , , /oJG f �
DEEP OBSERVATION!HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
.Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel
►► r� OCv
tJ
12'►_ �► . I A
3 A Ng� V ' 2 .s 76 A
X } . r
/ v 0 1k-0 , 1
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consist nc %Gravel
/IVO
DEEP OBSERVATION HOLE LOG, Hole# _
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
C nsistenc %Gravel
!
Z'—33`' � S t ro_
'!�tf � `r� .'1 .i , �¢ ♦..s ...1 !'. 3Q'�-.�.5 T, - r-6 ,a P i `." � - ,A
Flood Insurance Rate Maw:
r, Above 500 year flood boundary No— Yes
Within 500 year boundary No V Yes _
Within 100 year flood boundary No_ Yes
Dewth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the .
area proposed for the soil absorption system? V(ls
If not,.what is the depth of naturally-occurring pervious material? `
Certification
I certify that on 01 (date)I have passed the soil evaluator examination approved by the.
Department of Enviro enta Protection and that the above analysis was performed by me consistent with
the require ,expe Veandexperience described iti 310 CMR 15.017.
Signature Date
Q:\SEPTIC\PERCFORM.DOC
INSTALL RISERS COVERS TO PIPE5 TO BE LAID LEVEL FOR _ INSTALL 2" LAYER OF PEASTONE
N
MYSTIC d TOP OF FOUND. WITHIN G OF FINISH GRADE 2' OUT OF DISTRfBUTION BOX
EL. 83.5 (SEE PLAN VIEW FOR LOCATIONS) OVER 3/4" - I %2" DOUBLE WASHED
LAKEIn
@ STONE ALL AROUND
_ w WATER TE5T D-BOX FOR
w
LEVELNESS FLOW
a INSTALL EQUALIZATION
cal BASEMENT FLOOR CLEANOUT
@ EL. 74.5 EL, EL. G9.0
Q G8.8 T13M = EL. G8.0 - „ - - - - - - - - - - EL. G9.0 -
p TOP OF CONC. BND. 4"scH 4o PVC 4o Pvc TOP @ EL. GG.O
O V
rn O \ 1O 14" (4) 500 GAL. PRECAST DRYWELLS
LOCUS z ct) / \ G8.00 6G.50 '' GG.00 BOTTOM @ EL. G3.30
�.' / INSTALL GAS BAFFLE G. f 7
41, w w 0 / \\ IN ouTLer Tee G6.25 G5.30
cn / \
N �.,.
MIDDLE r Q , •>:.�:...::.�:.�:.�:.�• ppppppppppppppm.:.>:.
PpND - INSTALL TANK E D-BOX
65.6 \ \\ ON G" LAYER OF CRUSHED G.3'
+ \ STONE
GB.I+ \ I \ 1 500 GALLON PRECAST DB-G
ZONING DISTRICT: RF �, \ \ \ BOTTOM OF TEST HOLE #
ZONE OF CONTRIBUTION: GP I �,' /,-- ` \ ` \` -/ \\ SEPTIC TANK (t1-2O) @ EL. 57.0
SALTWATER ESTUARY PROTECTION ZONE
e:j",-' �� � �9°� `\ LOT AREA: . `\�i/ � � \� + EPTIC SYSTEM PROFILE DEEP OBSERVATION HOLE LOGS
�j \ 72090 S. F. _ �o \
N \\ • \ p �w \ DATE: 08-1 1-2014 P-14452
\ \ �, \ � \ TEST BY: D. MEYER. R5 *-C5E
7, �� / `� / - \\ \ \ • \ I WITNESS: D. MIORANDI, HEALTH AGENT
\\��' / ,�♦ ,♦ / \ \\ ` '!� \ I PERC RATE: < 2 MIN./INCH
\\ '�i'� \ ♦; I�` / / �� / /- \\ \\ \\ ��\,, ` \\ I D E5I G N DATA DEEP 065ERVATION HOLE#I EL. 69.0
' ♦ I I / \ \ \,� I DFROM 501L SOIL SOIL COLOR 501L OTHER
/ I \ ♦♦ I �`�I / // `���/ \\ \ \\ \��, \ 67.4I DAILY FLOW: (4) 5DRM5 x I 10 GPD = 440 GPD 5 ACE HORIZON TEXTURE (MUNSELL) MOTTLING
/ ♦� ,�► / / `� \\ \ \ \ �� \ + \ SEPTIC TANK: 440 GPD x 200% = 580 GPD 5^- 11" A LOAMY5AND IOYR4/1 PERC@ 54"
i0 I I / ./ \\ \ � ��, U5E: 1500 GAL. PRECAST 5EPTICTANK 11"_32" 13 LOAMY B MEDIUM ND IOYR5/8 24 GAL. < 15MIN.
\ \ \ \ 1 .�� \ \ b15TR15UTION BOX:
I I i I 8'O \\ `\\ \ \ I'•.�� - - \ U5E: DB-G --- (G) OUTLET DISTRIBUTION BOX (H-20)
/ I I % I "I♦ 501L ABSORPTION SYSTEM:
i I I ♦%I ; I I I a;' \ \ \ \ >, I %2 �TH#2 \ \ USE: (4) 500 GAL. PRECAST DRYWELL5 LINED DEEP OBSERVATION HOLE#2 EL. 69.0
♦1 L�,; I I `�l �\ \ \ \ \ I I �v� \ DEPTH 501L SOIL SOIL COLOR SOIL
I I V! \ RFA E HORIZON TEXTURE (MUN5ELL) MOTTLING
w/4 OF DOUBLE WASHED STONE ALL AROUND FROM OTHER
\ \ I ♦ I ��� I PROPOSED I\�� 84.5 1 1 \ \ \ 1 .01 I oo \ CAPACITY: 1
\ 4"- 1 2" A LOAMY SAND I OYR4/1
�♦I WATER I `� + i i I 1 \ 51 DEWALL: I 1 O x 2 x 0.74 = I G 2.8 GPD 12"-33" B LOAMY SAND I OYR5/8
\ \ 1 SERVICE \ 1 TH#3 I \ BOTTOM: 13 x 42 x 0.74 = 404.8 GPD i ' c MEDIUM BAND
1%`• I ` `` I I \ ` � • H#4 (� TOTAL: 5GG.8 GPD
\ \ ` I I I ��� ` ���� \\`� \ \ ` \ • ,�I �. - DEEP OBSERVATION HOLE#3 EL. 69.0
\
DEPTH 501L 501L 501L COLOR SOIL
\ \ \ \ \ I \ \ \ \ FROM HORIZON TEXTURE (MUNSELL) MOTTLING OTHER
SU FA
\ \ \ ` \ \ \ ` \,, \`` � \` I \ \ \ `/ • ' / a_ 51" A LOAMY SAND I OYR4///? PERC� 5I"
\ \ \ \ \ \ 1 `�` \` \
\\ \ ` ,,��i ` (�Q \ \ \ • ' / /.-- _ I I"-24° 8 LOAMY SAND IOYR5/8 24 GAL < 15 MIN.
\\ I \ \ \ %, � Q• 0 @ � I � DEEP OBSERVATION HOLE#4 EL. 69.0
\ ��1 Ci 1 gG �G \ \ I / /// / // DEPTH
501L 501L HORIZON TEXTURE (MU COLOR
MOTTLING OTHER
\ \ \ 'GARAGE lei J eo \ 1 /� / s RF,ACE
\ \ \ \ \ SLAB \ 1 ��♦ \ I / '• / / O"-6' LOAMY SAND I OYR3/2
\ \ I / / 6"- 12.. A LOAMY SAND I OYR4/1
EL 83.0 I \ `�i9 I I / / / / 12 -33 B LOAMY SAND I OYR5/8
\\ \ "_ "
NOTE: NO GROUNDWATER ENCOUNTERED IN ANY OBSERVATION HOLE
10000,
50
W4 OF
o \ \ �, � / / /
1. \ \ \\ \ ` _ ��// / / / / / // / wF#I , - e STEVEN W.
\
X r� '1140, RA
000. / 357 10
WF#2
57
\ \ .. / SITE SEWAGE PLAN
FOR
,c� ,/ ////�mf • 27G WHEELER RD., MAR5TON5 MILLS, MA
PREPARED FOR
A.
GO \ / // / / `'� /
_ / // / / / Wi#4 SCALE: ( " = 30' DATE: 09-08-20 14 DRAWN BY: TMW
1. SEPTIC SYSTEM IS TO BE INSTALLED IN ACCORDANCE WITH �,,� i // / / ///% / JOB NUMBER: REV15ION: SHEET NUMBER:
31 o CMR 15.00: TITLE v i / / •/ 14-028 08- 1 G-201 7 5P- 1
2. THIS SEPTIC SYSTEM IS NOT DESIGNED FOR THE USE OF A / / A/����p ���O�( /� �F�
GARBAGE DISPOSAL. / / ,� / �/ V�/ R / L
3. THIS PLAN IS NOT TO BE USED FOR PROPERTY LINE DETERMINATION. _ - - //
4. CONTRACTOR SHALL PROVIDE 48 HOUR NOTICE TO DESIGN - � � ��� // � / P.O. BOX 417 CENTERVILLE, MA 02632
ENGINEER FOR ANY REQUIRED INSPECTION5.
WF#5 / TELEPHONE: (508) 328-4G92
5. CONTRACTOR TO BE RESPONSIBLE FOR THE LOCATION OF ANY �� ,,.rf� EMAIL: trl5weller@gmail.com
UTILITY, ABOVE OR UNDERGROUND, PRIOR TO ANY EXCAVATION �.�'�
OR CONSTRUCTION. 50 �.�'' / '� REGISTERED LAND SURVEYORS ENVIRONMENTAL CONSULTANTS
Traverse PC
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