HomeMy WebLinkAbout0090 HILLTOP DRIVE - Health 90 HILLTOP DRIVE
Marstons Mills
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)2a No Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pplitation for 30I8p0tiAY 6pstem. Construction Permit
Application for a Permit to Construct( ) Repair(Upgrade('Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.7D N"llroln �!' �— Owner's,Name,Address,and,Te.No.
e0r#E�11V� alek
Assessor's Map/Parcel _/a Sf Ul�l is' A9
Ins aller's Nyne ddes,and Tel.No.,S_DQ—4/96—4'7 39' Designer's Name Add ess,and Tel.No.S OY—3
�/C
Type of Building: r
Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) L gpd Design flow provided 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)
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 Heal _
Signed Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. .� Date Issued
Fee Add
No Entered in computer:
THE COMMONWEALTH'OF MASSACHUSETTS
PUBLIC HEALTH DIVISION TOWN OF BARNSTABLE, MASSACHUSETTS Yes
JtlYlcatlon for I8tl0 aY 6pstem ZonstrUction Permit
Application for a Permit to Construct( ) Repair(tom Upgrade(e_4-Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.,70 N/11 rop OP Owner'sName,Address,and,Tel.No.
� - ��rM-51 AM-5' d.61c
Assessor's Map/Parcel _/D ST UalS i��S t LV
Installer's N e ddress,and Tel.No.,S`Ug-�/�(—1'7,3$'' Designer's Name,Address,and Tel.No.`j Ott 3G0 -3 311, i
- -�A-.�</o/-,-,�- Z-/vc�
Vol M,65 /5 g
Type of Building:
Dwelling No.of Bedrooms 3 Lot Size sq.ft. Garbage Grinder( )
Other Type of Building 4 No.of Persons .t- Showers( ) Cafeteria( )
G3e-1 e' ri.r2U
Other Fixtures / 4",
Design Flow(min.required) � rj gpd Design flow provided/ ' 9"Ib (�` a gpd
Plan Date Number of sheets , , Revision Date
Titler��,
! r tiY
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)
rar7 �r
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
FA
Compliance has been issued by this Board of Health'` / ✓,,,,-
Signed may- J Date
Application Approved by Date "? / l
Application Disapproved by Date
for the following reasons
Permit No. �O A)-q�3_ Date Issued
w:
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired Upgraded(L)�-Abandoned( )by
at �D f//��T� �w^/t//= /�l�J/-Srl/!�! 1i��� has been constructed in accorrdapoo
with the provisions of Title and the for Disposal System Construction Permit No. fta ed
Installer 1 2= 4Z2 U�r' j yay°! •�J S~ Designer W l%Vl-;
#bedrooms —Approved,desrgnriiow��� ,_,/�� gpd
The issuance of this permit shall of be const dyed a guarantee that the syst4 will function n as des' .ned.
Date ,// Inspect, i
P / P
r.
------------------------------------------------------------------------------------------------------------------------f----------------
No.�1�1'f 7 L Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
MispoBal 6pstem Construction flermlt
Permission is hereby granted to Construct( ) Repair(,4,)- Upgrade( G)-- Abandon( )
System located at �� i 11r0/9 Ud i VI;f.
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.
�h i� `
Date �a Approved by _��
TOWN OF BARNSTABLE
LOCATION�� D.C7 lorl(//� SEWAGE# &/7 " �y2
VILLAGE &Z//hASSESSOR'S MAP&PARCEL 77-/D
INSTALLER'S NAME&PHONE �OSed �a� d'pds
SEPTIC TANK CAPACITY
LEACHING FACILITY: (type)y- ��/Qi?�E�" 1D(size) y2 X /3
NO.OF BEDROOMS A /
OWNER
PERMIT DATE: 1Z �'�- _ COMPLIANCE DATE: .772 7-1.7
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 leaching facility) Feet
FURNISHED BY �¢ a�P/L-O`'Y
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From: 06/02/2017 14:52 0942 P.001/001
Town of Barnstable
Regulatory Services
Richard V. Scali, Interim Director
BARM8[A M
M" Public Health Division
Thomas McKean, Director
200 Main Street, Hyannis,MA 02601
Office: 508-862-4644 Fax: 508 i9G-6304
Installer &Designer Certification Form I`
Date: Sewag Permit# 0 f 2 Assessor's MaplParcel 617 0 f 0 W_��
Designer: S ),&, Installer: ;J'oe w �i S
Address: Address: O / c4mmc7r RD
MAU
0.118d-111-7 was issued a permit to install a
(date) (installer) n
septic system at_ based on a design drawn by
(address)
(desig dated
. I certify that Uie septic system Iferenced 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. 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 equired)was inspected and the soils
were found satisfactorv.
I certify that the system referenced above was construct e with the terms
of the YA approval le
tters if applic
able)
)
r s re
s Signature) ANo. 11
(Designer's Signature) (Affix Designer amp Here)
PLEASE RETURN TO BA STABLE PUBLIC HEALTH 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:'.Septi6DesignerC'ertitication Form Rev 8-14-13.doc
I
Town of Bi>Ynstable. P#
Department of Regulatory Services
Division Bate
•- „� : ' Public Healfh . .
ONTO. �s� 200 Main 5tree4 Hyannis MA 02601 .
I
, /
Date Scheduled / Time
oKe Fee Pd.
oil Suitability Assessment for Sewage Disposal
Performed By: P��
v� Witnessed By: - '�
Ma :
LOCATION&GENERAL INFORMATION
Location Address I Ownd's Name LA A" )ILa�
1 S Address /T'`e
Assessor's Map"tcel: l;s��/ Q I Engineer's Name M'W
NEW CONSIRU(�'i70N (( ItBPAQt ! Telephone# �� 3
Land Use ES t ✓ 41-1 kV Slopes(96) I l
• G � b ��� `/�. surface stones
Distances from: Open Water Body T ft Possible Wet
Are�_L�=ft Drinking Water Well �� 0 ft
j •
Ihainage Way ' r U ft. Property lane ��ft Other ft
SKETCH:(street name,dimensions of lot,exact locations of teft holes&pert tests,locate wetlands in proximity to holes)
y
0- h n
I
j
- Parent material(geologic) 6c- ti V d' Depth t0 Bedrock
Depth to GroundwaWr. Standing Water in Hole:' l I Weeping from Pit Pace
Estimated Seasonal fth Groundwater N 1�
D� TION FOR SEASONAL HIGH WATER TABLE
Method Used: !
Depth dbsarved standing',*obs.hole: in. Depth tO SOII MOWN: ln.
Depth toiweeping from side of obs.hole: I in. amundwatcr AdJuettrtent f�•
Index Well# _ Reading Date Index Well levdI. .. Ad.factor,.,,._. Adj.Oroundwater Levey..,°,
PERCOLATION TEST .
Date .— 1
M1 Observation I „
Hole# Time _._..
- ,
,3$ Time at 6"
,_ ,
' Depth of Pere.
......�..�
Start Pre-soak Time.
Ca ( .. Time(91,41 _
End Pre-soak T--
Rate MinJlnch
Suitability Assehsment Site Passed Site Failed; Additional Testing Needed(Y/N)
Site S ry
nB ack
leted o
Ori inal: Public H41th Division Obsetvati0[i Hole Data;TO Be Comp
g
** 's to be conducted within 100' of wetland,,you must first notify the
* If percola};1.On test>i .
Barnstable Cd4servation DiNision at least one(1)week prior to beginning-
DEEP OBSERVATION HOLE LOG Hole# _
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
onsistenc .%Gravel
0 —(G`1 Joav o N
a�►d lob�s
DEEP OBSERVATION HOLE LOG Hole#_
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.Boulders.
Consis enc %Gravel)
�l► 1� ��� h� a (Z3j✓ 1�
13" ,1 to A*1 a 4 1 U
DEEP OBSERVATION HOLE LOG Hole# N
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consiste c %Gravel
DEEP OBSERVATION HOLE LOG Hole# NA-
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
n isten I
Flood Insurance Rate May:
Above 500 year flood boundary No— Yes �L
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 material exist.in all areas observed throughout the
area proposed for the soil absorption system? V � -
If not,what is the depth of naturally occurring pervious material?
Certification
I certify that on 10 (date)I have passed the soil evaluator examination approved by the
Department of Enviroilmental Protection and that the above analysis was performed by me consistent with
the requir i ,expertise and experience describ in:U0 CUR 15.017
Signature Date (0
Qi1SEPTIC\PERCFORM.DOC
1 LEGEND MARSTONS MILLS
PROPOSED CONTOUR
S ® PROPOSED SPOT GRADE '
98 — EXISTING CONTOUR
+ 96.52 EXISTING. SPOT GRADE
MM0 33 ��� W— EXISTING WATER SERVICE
TEST PIT
SCALE: 1"=130'
J o 37 '?TP I , a LOCUS T�Ro
i
Y \ 4
• %��%` i ; '' < i LOCUS MAP
9, ,�
'PR LOCUS INFORMATION
OP.4�5GGG `
ar B.M. ,y
BOTTOM STEP LP PLAN REF: 127/109
EL=34.00 ! mO S6 TITLE REF: 27495/105
PARCEL ID: MAP 77 PAR. 10
�o, 4.28 50 E ]T 49 ZONING: "RF"
LP FLOOD ZONE: "X"
C/p W COMMUNITY PANEL: 25001CO543J 07/16/14
s6�36s ' ;' � ; , #90 �� � \�-' SEPTIC SYSTEM
9F 7' �\ i TOF=42.56 REPAIR PLAN
SAVE �,� LOCATED AT:
AND THEEROOTSE 1)4 42:6 �� 90 HILLTOP DRIVE
8S
- L ; ' MARSTONS MILLS, MA.
azs PREPARED FOR
PARCEL ID: CATHERINE & LARRY
077/010 DICK
077/01-1 AREA=39,446f S.F. ry^�
O. JULY 6, 2017
CID ^
OF M9Ssq
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,moo J MEYER & SONS, INC.
s48e _ � P.O. BOX 981
GRAPHIC SCALE o,F EAST SANDWICH, MA. 02537
30 0 15 so so 120 PH: (508)360-3311
�22.)8 FAX: (774)413-9468
( IN FEET ) 077/012 meyerandsonstitle5@gmaii.com
1: inch. = 30 ft.
SHEET 1 OF 2 J#1937
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS NOTE: TO PREVENT BREAKOUT, THE'PROPOSED FINISH GENERAL NOTES:
TOF SEPTIC TANK GRADE SHALL NOT BE < EL: 33.0 FOR A DISTANCE
PROPOSED D-BOX 15' AROUND THE PERIMETER OF THE S.A.S. 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
EL.=42.56t INSTALL METAL RINGS & COVERS OVER PROPOSED S.A.S. BOARD OF HEALTH AND THE DESIGN ENGINEER.
i INLET & OUTLET AND SET TO FINISH GRADE INSTALL RISER & COVER INSTALL METAL RINGS & COVERS OVER 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
SET TO 6" OF GRADE RISERS AND BRING TO FINISH GRADE VENT OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE
• F.G. EL.=42.Ot F.G. EL.=41.0t '
F.G. EL: 39.Ot LOCAL RULES AND REGULATIONS, EXCEPT AS REQUESTED BELOW:
f F.G. EL: 38.0-35.0(MAX.) - 310 CMR 15.405 (1) (B):
1) A UP TO Zoom VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING
9" MIN COVER/ Nomozzosomw TO BE 5.00 FT (MAX) BELOW GRADE VS REO'D 3 FT. (H20/VENT PROVIDED)
L = 90' 36" MAX COVER L = 1 L = 30'(MAX) II 3. TOEINSPECTONAGE IAND APPROVAL BY TTHHENBOARD OF HEALTHAND THE
0 S=1% (MIN.) EL.=38.0t 0 Sa19; MIN.) 0 S=1% (MIN.) �° DESIGN ENGINEER.
4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
STONE OR FILTER FABRIC DOUBLE WASHED STONE FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
10" " 6 / ENGINEER BEFORE CONSTRUCTION CONTINUES.
INV.=37.0 14� � � ��
•" 48"LIQUID INV.=36.75 ®®®®• ®®®® 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
LEVEL 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
PROPOSED ®®®®®®®®®Ila THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
GAS BAFFLE D-BOX ' E3®E3 E3 E3 E3 EM E3 E3 E3® HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
INV.=35.3 2 ®®®®®®®®®®®
INV.=35.5 DB-5 7. DWELLING IS SERVICED BY MUNICIPAL WATER. LINE TO BE SLEEVED.
PROPOSED 1.500 GALLON SEPTIC (H20) 4' 4 �( 8.5' 4'� `" 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
TH
EXIST. SEWER OUTLETS EFFECTIVE LENGTH = 42' 9 LOCATION OF ALL UNDERGROU D UTILITI S,IT SHALL BE THE RESPONSIBIL17Y OF THECONTRACTOR PRIOR TO ST RTINGI FY WORKS
INV.=40.0 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND FILLED PER TITLE 5.
INV. ELEV.= 32.00 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
BREAKOUT 12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING 1 EL. 33.0 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
PIPE INVERTS PRIOR TO CONSTRUCTION TOP CONIC. ELEV. 33.0 13. NO KNOWN PRIVATE WELLS WITHIN 100 FT. OF PROPOSED LEACHING
2) TANK AND D-BOX SHALL BE SET LEVEL AND INV. ELEV.= 32.0 ® a®� 14. ALL PIPING TO BE 4" SCH 40 0 1/8-/FT (UNLESS SPEC. )
TRUE TO GRADE ON A MECHANICALLY COMPACTED I ®®®®®8® 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
SIX INCH CRUSHED STONE BASE, AS SPECIFIED IN ®®®®®8® ' FOR THE USE OF A GARBAGE GRINDER.
310 CMR 15.221(2) BOTTOM EL.= 30.0 a®®® . 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
3 INSTALL INLET & OUTLET TEES W 4' S FT. 4'
) / � 17. PLUMBING TO BE MODIFIED TO MEET OUTLET LOCATION AND ELEVATION
GAS BAFFLE AS REQUIRED SEPARATION 5.30 FT. EFFECTIVE WIDTH = 13' ELEVATION SHOWN. PLUMBING PERMIT REQUIRED.
4) PLACE SANITARY TEE IN D-BOX 1 11 SOIL ABSORPTION SYSTEM (SECTION)
BOTTOM OF TESTHOLE EL: 24.70 (500 GALLON (H20) LEACH CHAMBER)
SOIL LOGS P#:15378
1 DATE: JUNE 16, 2017
SOIL EVALUATOR: DARREN M. MEYER, IRS, CSE
WITNESS: DON DESMARAIS, BARNSTABLE HEALTH
TP-1 Depth
SEPTIC SYSTEM PROFILE � � 37.20 A 351 TP-2 °
20 A o�n
LOAMY SAND LOAMY SAND
N.T.S. 35.95 1OYR 3/2 15" 34.12 10YR 3/2 13"
B LOAMY SAND B LOAMY SAND
DESIGN CRITERIA 34.04 38"10YR 5/6 1 OYR 5/8 36"
C 1 32.20 C 1
MEDIUM MEDIUM
NUMBER OF BEDROOMS: EXISTING 5 BEDROOM DWELLING SAND SAND
SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) DESIGN PERCOLATION RATE: <2 MIN/IN PERC TEST 2.5Y 6/4 2.5Y 6/4
®'32.70
DAILY FLOW: 110 G.P.D. X 5 BR DESIGN FLOW: '550 G.P.D.
GARBAGE GRINDER: NO (not designed for garbage grinder)
6 ,
SEPTIC TANK: .
26.70 126" 24.70 126"•s
550 gpd x 200% = 1,100 gpd USE PROP. 1,500G SEPTIC TANK OF� ��H '�9Ss .
c1 9�y PERC RATE <2 MIN/IN. (-Cl- HORIZON)
LEACHING AREA REQUIRED: (550)/0.74 = 743.24 S.F. DA RFN s NO GROUNDWATER OBSERVED
z y N E}YEF�,
USE FOUR (4) 500 GALLON (H20) PRECAST LEACH CHAMBERS / PROPOSED SEPTIC SYSTEM UPGRADE PLAN
W/ 4' ON ENDS AND SIDES: 42' L x 13' W x 2' D G/S1ER� -90 HILLTOP DRIVE, MARSTONS 'MILLS, MA
BOTTOM"AREA: 42 x 13 = 546 SF SOITARIP� )� Prepared for: Catherine & Larry Dick
SIDE AREA. (42 13) X 2 X 2 220 SF
_ System Design and Topography Plan by: SCALE DRAWN DATE
.
MEYER&SONS,INC. N.T.S. DMM 07/06/17
TOTAL SQUARE FEET PROVIDED = 766 vs. 743.24 REQ'D •1. Darren M. Meyer, R.S„ CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 PO BOX981
to conduct soil evaluations and that the above analysis has been performed by me consistent with the E4STSANDWICH,MA02537 REV DATE CHECKED SHEET NO.
DESIGN FLOW PROV.: 0.74(766 S.F.) = 566 G.P.D. vs. 550 G.P.D. req'd requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam ih October, 1999. 508-362-2922 DMM 2 Of 2