HomeMy WebLinkAbout0208 TREE TOP CIRCLE - Health 208 Tree Top Cir-le
Marstons Mills
A-- 126-032 - --- - —- _-- — -
C
I
I
TOWN OF BARNSTABLE
LOCATION Y kr -kQ0 SEWAGE# V V rd 6
VILLAGE { S"Mn f1r k\3 ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.
SEPTIC TANK CAPACITY \Q(�Q &CA S�I lcn x
LEACHING FACILITY:(type) (size) ir—Cr1"S
NO.OF BEDROOMS —Al^ 1%Y
OWNER C-re�nC�S CSC_.C G�Ck
PERMIT DATE: `/;S�/Q COM LIANCE DATE: It e
Separation Distance Between the: t Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility JeC r p
t(\^ 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 Ste PkGk/N
R
a
as P QbX
No.
1 (J ICJ 7 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes
ftpfication for disposal *pstem Construction permit
Application for a Permit to Construct( ) Repair(J) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. a()� }gyp �'`��`� OwAer's Name,Address,and T�I.
r� -3 l� T.
Assessor's Map/Parcel Mar _ M i Sl ��t�a
Installer's Name,Address,and Tel.No. v� a9 �6y Designer's Name,Address,and Tel.No.
S Co K F �
ti\`3 0< f2d \A a () S Wr'c,-z' tc \t- 5-Uv 3 d
Type of Building:
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(A
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) �. gpd Design flow provided a S gpd
Plan Date `3 J_p6!� Number of sheets Revision Date
Title
Size of Septic Tank eY, ®6 Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) CA-ZQ tC L& U_cC,,L., P�(
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.
Sig Date IS
Application Approved by Date 6q����//C)
Application Disapproved by Date
for the following reasons
Permit No. (o 2 _ Date Issued
4
No. (.J Fee
THE COMMONWEALTH OF MASSACHUJETTS Entered in computer: %oo
-PUBLIC HEALTH DIVISION - TOWN OF BARNST:ABLE, MASSACHUSETTS Yes
01pplitatiou for Misposal *pstrmto'ustruttlon 3permit
c Application for a Permit to Construct( ) Repair(/ Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No. 'a GX y.r� Owner's Name,Address,and Tel
Assessor's Map/Parcel .f )C-r t,to^ M i}I� v <<^n r_k c C�`
Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No.
S c.oH 1rr.n14. �;_aY 'd5c( V469
l3 ( d \h S \NC.c. V_
Type of Building: c^�
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder(,jU0
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided r) 5~ gpd
Plan Date `�\ 9��Number of sheets Revision Date
Title
Size of Septic Tank X lS� ®fj — Type of S.A.S. \`( W \
Description of Soil c
Nature of Repairs or Alterations(Answer when applicable) ,
Date last inspected:
Agreement: tti
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in E
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.
Date
Application Approved by Date c)
Application Disapproved by Date
for the following reasons
Permit No. —0 ] Date Issued Q
1
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 :-)r c��
at �2 r -e in-,n E z c (% -� has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No:- _a ated '5 /D
Installer sc c� �r CJ-ti�� Designer k K G� 4GGt
#bedrooms Approved design flew � S— gpd
The issuance of this pe t shall not be construed as a guarantee that the system 11 unNion as)e)
igned.
Date 'J Inspector �r /fin. .Q JZ,5,
--------------- -------------------
No. G/C>!C>(� Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Vs.posal *pstetn Construction i3ermit
Permission is hereby granted to Construct( ) Repair( g/ Upgrade( ) Abandon( )
System located at L,�(�k { r-t t ev�n C r-c L�e
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 gompletep within three years of the date of tht"permit.
Date �j Approved
i w -DUFUStd Die
pFiME T �_
Regulatory Services
- Thomas F. Geiler,Di. SAMSTA13LK . , rector
1� Public Health Division
Thomas McKean,Director
200.Main Street,Hyannis,MA 02601
Office: 508-862-4644
Fax: 508-790-6304
Installer&Designer Certification Form
Date: a \ %o Sewage Permit# AO\U-p(Q ) Assessor's Map\Parcel\to=3a
Designer: !�"MP gE4,�, Jk. pE Installer: rsn' ►.t. �p .,t�
Address: 9Z3 R-c ;� A Address: 113 aUb 1eA9"6-c7r6 R7b,
4'iHR+t av F ice -;, H,4- vzJ;7 j P4 A. e--2" 1
On Z\\9 \vo E.(. i j� was issued a permit to install a
(date) (installer)
septic system at a0� � p based on a design drawn by
(a ess)
S K P 0*4-2-) A. 14AP�, PE dated a 1 ! aoC
(designer)
✓ I certify that the septic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank.
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.
(Installer's Signature)
(Designer's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC upALTIi DIVISION. CERTIFICATE
OF COMPLIANCE -WILL NOT BE ISSUED UNTIL BOTH.THIS FORM AND AS-
BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION.
THANK YOU.
Q:\Septic\Designer Certification Form Revised.doc
Town of Barnstable
D 1?#
epartment of Regulatory Services
Public Health Division
s Date l C I
�Arfo t A 200 Main Street,Hyannis MA 02601
Date SCheduled b
------ xfrne--J� Fee?d, U -
SoiZ Suitability Assessment or {�
PerfonnedBy: �7r�� �wab e zsposal
Witncssed By: 0 LA
,t\ W �9-
FLocationess LOCATION & GENE
RAL Io OS NameRMA.TION -_.
M C cc,('� e_7
Assessor's Map/Parcel: Address
NEW CONSTRUCTION REPAIIt Engineer's Name
� _hl
�� ��� Telephone#
Land Use i
Slopes(90) •�?--
Distances from: Open Wafer Bod Surface Stones
Y
Possible Wet.Area
---__ft Drinking Water Well
Drainage Way ft Property Line
__ft Other
ft
SKETCH: (Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlan
ds!n proximity to holes)
�r
-mot
w
Parent material(geologic)
Depth to BedrockDepth to Groundwater. Standing Water in Hole: AA01i rem
Weeping h-om Pit Face _..Estimated Seasonal High Groundwater �—
DETERMINATION FOR SEAS ANAL HIGH WATERTABLE
Method Used: �tJOVb ���.
Depth Observed standing in obs.hole:
Depth to weeping from side of obs.hole: in, Depth to 5olI mottles:
Index Well Reading Date: In, Groundwater AtlJ tn.
tistment
— index Well icvel AdJ,factor _ ft.
AdJ,Groundwater Level
FHole
tion PERCOLATION TEST Dutu
Thneepth of Pere Time at 9"
i
Start Pre-soak Time @ Time at 6"
End Pre-soak Time(9"•6") �
Rate Min./Inch ��� H'uko
Site Suitability Assessment: Site passed (�
-- ---_ on Site Failed: Additional Testing Needed` (Y/N)
Original: Public Health Division Observation Hole Data To Be Com leted _
P Back-___--___
percolation test is to be conducted witbi 100' of wetland, you musfi first notify th
Barnstable Conservation Division at least one (1) week prior to beginning e
Q:\SEPT1C1PERCFORM.DOC .
DEEP-OBSERVATION HOLE L O G
Depth from Soil Horizon Hole#
Surface(in.), Soil Texture .Soil Color
Soil
� --------
(USDA) Other
(Munsell) Mottling (SGucture,Stones;Boulders,
on 'stenc % ravel
�0
.3� L s
S:au4y LOB 5-_ T�.T E
tt
DEEP OBSERVATION HOLELOG
Depth from Soil Horizon Hole# Z—
Surface(in.) Soil Texture Soil Color "—'----
Soil
(USDA (Munsell) Mottling (StructurOther
e Stones,Boulders,
6 � C nsiste %Grave__I)__
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon
Surface(in.) Soil Texture Soil Color
Soil
(USDA) (Munsell Other
Mottling (Structure,Stones,Boulders.
Co i to c 3 Gravel
- DEEP OBSERVATION HOLE LOG
Depth from Soil Horizon Hole#
Surface(in.) Soil Texture Soil Color(USDA) Sol](Munsell) Sol] Other
Mottling (Structure,Stones,Boulders.
Consi ten 1
Flood Insurance Rate Map•
Above Soo year flood boundary No
Yes
Within 500 year boundary No Lole Yes
year flood boundary No If" y
es
Death of Na[itrauy u-rurrina pervious Material
L_c at'least lour feet of: aturally occurring pervious material exist in all areas observed throughout the
area proposed for the soil absorption system? 695
If not, what is the depth of naturally occurring pervious material?
Cei-ti--- iffiicat_ ion
(date)I have passed the soil evaluator exa rnination Department of Environmt'..-nta1 Protection and that the above analysis was performed bypme conroved sistent with .
the required trainin , exp;rtise and experience described in 310 CMR 15.017.,
Signature
`J Data
t .
QASSPTIC\P1 RCFORM.DOC
TerraFilter,I.I.C.
P.O.Box 227 10 Main S1.
"40 Slurbridge,MA 01566
Tel: (508)347.5508
Terraffr"2'� ter (877)347-7263
Fox;(508)347-9857
December 14,2009
Stephen Haas, PE
Eagle Surveying, Inc.
923 Route 6A
Yarmouthport, MA 02675
RE: Particle Size Analysis (Alternative to Perc Test)
208 Treetop Circle, Marstons Mills, MA
Dear Steve:
Below are the results of the particle size analysis from the sample submitted for the above referenced
property. The analysis was performed utilizing the hydrometer method of Gee & Bauder (1986) in
Methods of Soil Analysis, Part 1. Physical and Mineralogical Methods;2nd Edition.
Sand Silt Clay
(2.00 to.05mm) (05 to.002mm) K002mm)
Portion Passing 68.3% 24.9% 6.8%
#10 Sieve
USDA Soil Textural Classification: Sandy Loam
MA Section 15.243 Soil Classification: Class II
Based upon the DEP's Title 5 Alternative to Percolation Testing Policy for System Upgrades,the following
effluent loading rates apply:
Un-compacted Soil 0.33gpd/sf
Compacted Soil 0.15gpd/sf
Should you need additional information, or require further testing services, please do not hesitate to
contact our office.
Sincerely,
(
Mark Farrell,Soil Scientist
ACCESS COVERS MUST BE WITHIN INSPECTION 9" MINIMUM, INVERT ELEVATIONS : DESIGN CR I TER I A : GENERAL NOTES :
6' OF FINISH GRADE PORT 3' MAXIMUM COVER
FIRST 2' TO INVERT OUT SEPTIC TANK: 99.5 DESIGN FLOW:
BE LEVEL INVERT /N DIST. BOX: 99.37 2 BEDROOMS AT 1 /0 G.P.D. PER 1 . THIS PLAN /S FOR THE DESIGN AND CONSTRUCTION
INVERT OUT DIST. BOX: 99.2 BEDROOM EQUALS 220 G.P.D. OF THE SEWAGE DISPOSAL SYSTEM ONLY.
4- D/AM PIPE CLEAN SAND BACKFILL INVERT IN LEACH CHAMBER: 98.83 2. VERTICAL DATUM IS ASSUMED, FOR BENCH MARKS
17 gg 5 gg 2 /0" AROUND AND 2" OVER CHAMBERS BOTTOM OF LEACH CHAMBER: 98.0 NO GARBAGE GRINDER
SET. SEE SITE PLAN.
BAFFLE GAS 99.37 s 98.83 98.0 ADJUSTED GROUND WATER: N/A SEPTIC TANK REQUIRED:
3 OUTLET 14 HIGH CAPACITY INFILTRATOR OBSERVED GROUND WATER: N/A 220 G.P.D. X 200x - 440 GAL. 3. ALL CONSTRUCTION METHODS AND MATERIALS AND
EXISTING D-BOX CHAMBERS /N TRENCH FORMATION BOTTOM OF TEST HOLE 1 : 89•9 SEPTIC TANK PROVIDED: 1000 GAL. EX/STING MAINTENANCE OF THE SEPTIC SYSTEM SHALL
l 000 GAL
SEPTIC TANK 6' CRUSHED STONE OR CONFORM TO MASS. D.E.P. TITLE 5 AND LOCAL
COMPACTED BASE � SOIL ABSORPTION SYSTEM R,EOUIRED: BOARD OF HEALTH REGULATIONS.
�� DES/GN PERC RATE ( 30 M/N/I NCH
PROF I L E : NOT TO SCALE s SOIL TEXTURAL CLASS - ll 4. ALL SEPTIC SYSTEM COMPONENTS LOCATED UNDER
ma`s° . EFFLUENT LOADING RATE - 0.33 GPD/SF AREAS SUBJECT TO VEHICULAR TRAFFIC OR GREATER
220 GPD / 0.33 GPD/SF - 667 S.F. REQUIRED THAN 3' IN DEPTH SHALL BE CAPABLE OF WITH-
STANDING H-20 WHEEL LOADS.
F
VARIANCES REQUIRED : PROVIDED: 14 HIGH CAPACITY INFILTRATOR
CHAMBERS IN TRENCH, 87.5 'x 7. 79 SF/LF-681 SF 5. ALL SEWER PIPE SHALL BE SCHEDULE 40 PVC OR
TITLE 5. MAXIMUM FEASIBLE COMPLIANCE �`$ �C", 681 S.F. x 0.33 - 225 GPD APPROVED EQUAL.
SECTION 15.211: (1) MINIMUM SETBACK DISTANCES
20• IS REQUIRED BETWEEN THE SAS AND THE FOUNDATION, l6' IS PROVIDED. CED
SOIL TEST PIT DA TA 6 PRECAST SEPTIC TCONCRETE ORANKAND O APPROVED X SHALL BPO� RYETHYLENE.
A 4 ' VARIANCE IS REQUESTED.
INDICATES �_ INDICATES BOTH SHALL BE WATERTIGHT, D-BOX SHALL BE WATER
PERCOLATION _ OBSERVED TESTED FOR LEVEL WHEN THERE IS MORE THAN ONE
TEST GROUNDWATER OUTLET.
TP #l P#12765 TP #2 I
7. BEFORE CONSTRUCTION CALL 'DIG-SAFE'.
HORIZON TEXTURE COLOR HORIZON TEXTURE COLOR 1-888-DIG-SAFE AND THE LOCAL WATER DEPT.
T 0' l 0 l.4 0' 101. 7 FOR LOCATION OF UNDERGROUND UTILITIES.
1 � SHED F I L L
FILL 8. SEPTIC SYSTEM INSTALLER SHALL NOTIFY THE
pp DESIGN ENGINEER TWO DAYS PRIOR TO CONSTRUCTION
2Ah OF THE SYSTEM TO ALLOW FOR SCHEDULING OF THE
48' ........... •• ............... 97. 7 CONSTRUCTION INSPECTIONS.
�6�OGkpo�c 1J 54' 96.9 9. EXISTING LEACH PIT TO BE PUMPED DRY. REMOVED
Ato 5_"-� ALONG WITH ALL CONTAMINATED SOIL AND BACKFILLED
O T 35 B LOAMY IOYR CI SILT IDYR WITH SAND.
L SAND 4/6 LOAM 6/2
r
23. 300+ S. F. 90' .....,.••• •• • •• •• •• • 93.9 /0. ALL UNSUITABLE MATERIAL (FILL d B HORIZONS)
ENCOUNTERED BELOW THE INVERT OF THE LEACHING
SANDY IOYR FACILITY TO BE REMOVED .FOR A DISTANCE OF 5'
. " LOAM 5/8 AROUND AND REPLACED WITH SAND IN ACCORDANCE
TP+2 WITH T I TL E 5.
o .t, F .' 138" NO WATER 89.9 96" NO WATER 93. 7
x
ExISTINd �P� t A DATE: NOVEMBER 20. 2009
G SEPTIC TANK 9L
o�G TEST BY: STEPHEN HAAS
5 P�� BM. CORNER CONCRETE W/TNESSED BY: DA V/D STANTON J
PAD. EL-102.20 c` c L'�
'
PERC RATE: ( 30 MIN/INCH
2 ROWS OF 7 HIGH IN C HORIZON. TP*1 (BY SE/VE TEST) �r I HAAS »='�
1 : v CIVIL CAPACITY INFILTRATOR DtBOX - I,-
CHAMBERS
` '9 0 \ / C'>!
r t I
\Ck f SOIL REMOVAL
a?Xj i SEE NOTE /0.
EXACTING - `; T I C S Y S T EM D E S / G/�/
LEACH P/T
i
Fy`'` .w ��„ _.•_ �f' �'f ��4`' 20a TREE TOP C / RCL E' . "AP 1 .245 . PARCE-L 02
/VS T 4 ( "ARS TONS M / L L S > A
•, .. �` oj, oo � �' � � � PREP.GI REL7 FOR =
- F- RA /VC / S Mcc CA F- F_ RE Y
} o CB CONCRETE BL"UND
-W WATER L I NE
L OCUS 1Z. ,- O HYDRANT S CA L E : / " - 2 O l�ECEMB ER 16 . 2 O O 9
oY o9Po�9 y -G GAS L I NE EAGLE SURVE Y
J r OHW- OVER HEAD WIRES
I NG 1 N
f rt F
LIGHT POST 923 Route 6A
RACE -E- UNDERGROUND EL ECTR 1 C L/NE t Y a r mo u t h p o r t MA 02675
1- r----- -T- UNDERGROUND TELEPHONE LINE /j �I�� 1/� 508 362-8 1 32
/ CATCH BASIN
-CTV- UNDERGROUND CABLEV/SION LINE ����/ ~ 508 432-5333
t +40.4 SPOT ELEVATION
it d' 40--- EXISTING CONTOUR
40 PROPOSED CONTOUR
LOCUS MAP 4t o 10 20 4o JOB NO: 09- 104LF/EL D:CFWIEK , CAL C SAH/CFW CHECK: CFW DRN: SAH