HomeMy WebLinkAbout0046 MOCKINGBIRD LANE - Health 46 Mockingbird Lane
Marstons Mills
TOWN OF BARNSTABLE
LOCATION ( SEWAGE# ZOl `=
VILL-AGE . /5° ASSESSOR'S MAP&PAY
"> INSTALLER'S NAME&PHONE NO.
:SEPTIC TANK CAPACITY /000
LEACHING FACILITY: (type) (size)
(size)
NO'.OF BEDROOMS
OWNER fl%!}dI dLlo"h
PERMIT DATE:.5—20-•/9 COMPLIANCE DATE: 5"3,0^/�f
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
6,,4ck .
o -
D b �
1q-3
C3 / � ��
B 3 '
No. ' / 171 Fee L o �
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Tipplitatlon for Misposal *Pstem Construction permit
Application for a Permit to Construct( ) Repair(/)-Upgrade(,::�f'Abandon( ) ❑Complete System E34ndividual Components
Location Address or Lot No. 4 ivy aC l i i r o L'6/0
q Owner s Name,Ad ess,and Tel.No.
Assesscr'sMap/Parcel ^DY/dyf��st'a�� JyJr/�S � ��'� �r ��`�3oLlon
,Si3ly/i=
Installer's Name Add ss,and Tel.No.,5,0G-4/9O-17 3 Designer's Name,Address and Tel.No. -d �61-33//
;/ S ea6� l�� l�f%'os `yJryr_t"' F 50 /Y '/VCR
Type of Building: } y-
Dwelling No.of Bedrooms `1 > " �� ?�I' of Size sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 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) Z2-9ok
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.
S �1J� Date
Application Approved by759 eC Date 1
i
Application Disapproved by Date
for the following reasons
Permit No. oC.rj I C Date Issued
N,4
0. r j Fee Ida
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
2pplication for Misposal *pstdu Construction Permit
Application for a,Permitto Construct( Repair(Z,)-Upgrade(z��)�Abandon( ) El complete System E�Indjvidual Components
Locat,ion Address or L,ot No !V10 M rvqra L7 Owner's Name,Addyess,and Tel.No.
Assessor's Map/P arcel\ BWon
Installer's Name Address and Tel.No.Jr,0E-,YZ0-1Y7 3 cy Designer's Name,Address,and Tel.No., -ds� ,y-.7311
Type of Building:
Dwelling No.of Bedrooms y d Lot Size sq.ft. Garbage Grinder
Other The of Building No.of Persons Showers( Cafeteria(
Other Fixtures
Design Flow(min.required) 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) r16'7,411 1V4--,6(1 Z2ev k _,S_aa (::5;,4
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.oe w
Signed. -z&4-t ,y.•- Date
Application Approved by It: 11v;1V 4�Date b 0 Z/
Application Disapproved by V J Date I
for-the following reasons
rr
Permit No. Date Issued 0
THE COMMONWEALTH OF MASSACHUSETTS
!- BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the"On-site Sewage Disposal system Constructed( Repaired Upgraded(4-)-
Abandoned by
at 1/6 A/404 tl A16,6 Ile 0, 4441--f Awyl-ew 51.hb .'constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No.4�0 %' / z?rldated S/_ 0//
Installer'/gevh V-e Designer 0/jS VZ�� T
#bedrooms jud Approved desig/�.tow gpd
I '\ /7
The issuance of ty permit shall not be construed as a guarantee that the system wilLfunction as designeA.
Date7;� 04 I Inspector �A - 14j� �c
----------------------------------------------------------------------------------------
No. M Fee f
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
-misposal6pstem Construction Permit
Permission is hereby granted to Construct Repair Upgrade Abandon
System located at AAoc k
_j
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. Approved by � I '/I,
, ' \j
> tV L,a,� C.60 ve -C�C"_f A,
C
6C
Town of Barnstable
Regulatory Services
Richard V. Scali, Interim Director
+ RA�NBI'ABIFw •
MASS Public Health Division
ia39.
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: 1 Sewage Permit# G/�- 7 9 Assessor's Map�Parcel ® D
Designer: My°� S ` Installer: -/j � ✓�' 1
Address: �p �J��G b I Address:
On,�-2e`/F c/oSz�� ,C�s�6D_S' was issued a permit to install a
(date) r (installer)
septic system at 4(o MO&Vj�&5 (PV based on a design drawn by
(address),
t&P-S4— dated 5
(designer) cl-7MS l�2�-
I certify that thI6 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. 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.
I certify that the system referenced above was constructed in compliance with the terms
of the IAA approval letters (if applicable)
t. OF'
DN EN
(I staller's Signature)
(i k� - z2z
` (Designer's Signature) (Affix ere)
PLEASE RETURN TO B STABLE PUBLIC HEALTH D ON. 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 Rev 8-14-13.doc
Town of BL nsta.ble P#
Department of Regulatory Services 3 ,n
• ' Public Health Division Date (
$ I
Arasp �s 200 Main Street;Hyannis MA 02601 l s`
Date Scheduled ! Time_- LALO Fee Pd.
l Srxitabili Assessment fog- Sewage Dispos l
(\,f(�e-,� e �"
Performed By: Witnessed By: �' w J i
j
LOCATION &GENERAL INFORMATION
Location Address•4f, MOW rJ691 W Z f!/a Owners Name
M . Al 1 s Addres's SAM L-
Assessors Map/P4rnel: I Engineers Name ( '�Ir� TINS 6 n
NEW CONS1RU�i10N REPAIR 33I)
, � Telephone# �
Land Use 1 G' Slopes(96) 10-^X Surface Stones I4,y jug
Distances from: Open Water Bodyy. w0 ft Possible Wet!Area�2-0 0 ft Drinking Water Well?/ J� ft
Drainage Way /, �� Other
ft. Property Line 1 v ft ft'
SKETCH:(street name,dimensiods'of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
+
!
!
t S roc
Parent material(gedlogic) I Depth t0 Bed k
Depth to Groundwakdr. Standing Water in Hole: i Weeping from Plt Pact
Estimated Seasonal i fth Groundwater + —
Dt TION FOR SEASONAL HIGHWATER TABLE
Method Used: In,
Depth db,cerved standing,,in obs.hole: in. Depth to Soil mottles:
Depth toweeping from side of obs.hole
! in, Orbundwatcr Ad)uettneat h
+ ! _ A .factor.,,,, _.- Adj.OroundwaterLevei,,,m,
Index Well# � Reading Date: index Well level - � •
PIERWL,ATION TEST . Drlte VOW____...
Observation I Time at o" N
Hole#
Time at G"
Depth of Perc --
Start Pre-soak Time.Cti _ 'Circe(9"•G')
End Pre-soak ! '
Rate MinAnch
Site Failed; Additional Testing Needed(YIN)
Site Suitability Asse$SmenC Site Passed —
Original.Public 1le'alth Division Observation Hole Data To Be Completed on Back----
***If percola#6n test is to be conducted within 100' of wetland,you must first notify the
Barnstable C44servation Division at least one (1)wedk 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.
onsis enc 5'a Gravel
ptm �b 3jY
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) '(USDA) (Munsell) Mottling (Structure,Stones,Boulders. j
Consistency.%Gravel)
- 1
IN I o
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil ther
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency, o Gravel
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Ca sisten ra
Flood Insurance Rate Map:
Above 500 year flood boundary No Yes
Within 500 year boundary No Yes
Within 100 year flood boundary No_ Yes
Depth of Naturallv Occurring Pervious Material .�
Does at least four feet of naturally occurring pervi u material exist,in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring pe ions material?
Certification
I certify that on Ij (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the requir train ,pert: nd ex eri ce C�7ibd i 310 CMR 15.017
Signature Date �S
Q:\.SEPTIC\PERCFORM.DOC
,- Bk 18255 Ps306 "13828
DEED RESTRICTIONn
02-26-2004 & 12 = 20Q
WHEREAS, D. Christian Bolton and Kelly C. Bolton of 46 Mockingbird Lane,Marstons Mills, MA are
the owners of 46 Mockingbird Lane located at Marstons Mills,MA(hereinafter referred to as the
"property"), and being shown as Lot 111 on a plan entitled "Subdivision Plan Petitioners, by Crowell and
Taylor Corp., 89 Willow Street, Yarmouthport,Mass. Scale 1"= 100' March 15, 1974", which said plan
is duly recorded with the Barnstable County Registry of Deeds in Plan Book 284, Page 91.
WHEREAS, D. Christian Bolton and Kelly C. Bolton, as the owners of said lot have agreed with the
Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included
in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in
compliance with 310 CMR 15.000 State Environmental Code,Title V, Minimum Requirements for the
Subsurface Disposal of Sanitary Sewage;
WHEREAS, the Town of Barnstable Board of Health,as a pre-condition to granting a disposal works
construction permit in compliance with 310 CMR 15.00 State Environmental Code,Title V, Minimum
Requirements for the Subsurface Disposal of Sanitary Sewage and authorizing the issuance of a building
permit for the construction of a single family home on this property, is requiring that the agreement for
the restriction on the number of bedrooms in any house constructed on the lot be put on record with the
Barnstable County Registry of Deeds by recording this document.
NOW, THEREFORE, D. Christian Bolton and Kelly C. Bolton do hereby place the following restriction
on their above-referenced land in accordance with their agreement with the Town of Barnstable Board of
Health, which restriction shall run with the land and be binding upon all successors in title:
1. Lot 111 as shown on a plan recorded with the Barnstable County Registry of Deeds in Plan Book
284, Page 91, having an address of 46 Mockingbird Land, Marstons Mills,MA may have
constructed upon the lot a house containing no more than for(4)bedrooms. D. Christian Bolton
and Kelly C. Bolton agree that this shall be a permanent deed restriction affecting the house
located on 46 Mockingbird Lane,Marstons Mills,MA.
For title,see Deed recorded with the Barnstable County Registry of Deeds in Book 9205,Page 260.
Executed as a sealed instrument this_day of February 004.
Christian Bolto
k,)( Z
Kelly C. olto
COMMONWEALTH OF MASSACHUSETTS
Barnstable, ss.
On this_day of February, 2004, before me,the undersigned notary public, personally appeared D.
Christian Bolton and Kelly C. Bolton, proved to me through satisfactory evidence of identification;gNu iX YV LIII
J 5 kuk'^ 9z i ^ 4 fit( (A tt kit""
, to be the person whose names are signed on the preceding or
attached document, and acknowledged to me that they signed it voluntarW for its stated purpose.
Notary Public: �cw�R Vct l�✓i,Q
My commission expires: t4—L(.- a,,p 1'
Deed Restriction Bolton/lb
LOCATION SEWAGE PE MIT NO.
Lot 111 Mockingbird Road - 7
VILLAGE �� ��
Marston Mills a
I N S T A LLER'S NAME i ADDRESS
Robert B. OUr Co.. Inc
Great Western Road, N. Harwich
S U I l D E R OR OWNER
Barnstable Holding
DA T E PERMIT ISSUED
DATE COMPLIANCE ISSUED
r• _
1"
0
N�
y�r
,
L 0 C A IOA _ PE RMIT NO.
VILLAGE
INS=LLERPS N ME R ADDRE
3 . �.
B U DER OR OWNER
DATE PERMIT ISSUED
DAT E COMPLIANCE ISSUED
r
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,� , -}
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LEGEND MARSTONS MILLS
100 '
PROPOSED CONTOUR � •
Ps PROPOSED SPOT GRADE !�w
o'L o/ 98 —— EXISTING CONTOUR lAE�GGS
1 01 n + 96.52 EXISTING SPOT GRADE p,SP RE R, m
O z
F W— EXISTING WATER SERVICE
/ 51
ti G�/ / !� TEST PIT
Z_- O
G
Locus o
O _
'6o LOCUS MAP
LOCUS INFORMATION
i PLAN REF: 284/091
DLO i TITLE REF: 28750/244
PARCEL ID: MAP 014 PAR. 041
'Z-�9 20 f t Q � _ FLOOD ZONE: "X"
/ _ COMMUNITY PANEL: 25001CO537J DATED:07/16/14
101
EXIST• 1000G SEPTIC SYSTEM
0
SEPTIC TAN o REPAIR PLAN
/TP-1 -2 LOCATED AT:
,� . 46 MOCKINGBIRD LANE
Xp 1 � M AR STON S MILLS, MA
OF >- \ PREPARED FOR
roe ° CHRISTIAN & KELLY
I
BOLTON
IQC MAY 1, 2019 REV: MAY 28, 2019
T\ I I
102 III EXILEACH
'moo I (NOTE 10)
oo. i _ - DARKEN M.
1E �
NITAR
�'6/STtR -
BENCH MARK 102 5 „d lGi
TOP OF FOUNDATION
L�
EL. 102.64 I �013
BARNSTABLE GIS DATU LOT III ; 1� MEYER & SONS, INC.
AREA = 20000 sf+— ��
PLAN P.O. BOX 981
PLAN BOOK 284 PACE 91 /
GRAPHIC SCALE ASSR MAP 13 PCL 41 SCALE: 1 in = 20 ft EAST SANDWICH, MA. 02537
0 10 20 40 �\ 101 0 20 40 PH: (508)360-3311
0 10 20 4o FAX: (774)413-9468
meyerandsonstitle50gmail.com
1"=20'
SHEET 1 OF 2 J 2076
NOTE: MAGNETIC TAPE TO BE PLACED OVER ALL COVERS NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GENERAL NOTES: -
TOP OF FND SEPTIC TANK GRADE SHALL NOT BE < EL:98.30 FOR A DISTANCE
INSTALL RISERS & COVERS OVER INLET & 15' AROUND THE PERIMETER OF THE S.A.S.
EL.=lO2.64t PROPOSED D-BOX INSTALL RISER & COVER 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED S.A.S. BOARD OF HEALTH AND THE DESIGN ENGINEER.
INSTALL LOCKING COVERS IF AT FINISH GRADE SET TO 6" OF GRADE INSTALL A RISER OVER ONE CHAMBER (MIIN) 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS
' F.G. EL.=101.9f. AND SET.TO 3" OF F.G. OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE
F.G. EL.=102.0f F.G. EL: 101.0t LOCAL RULES AND REGULATIONS.
SEWAGEf PRIOR
,F.G. EL: 101.0(MAX.) 3. TOEINSPECTIONISPOSAL OVA AND APPROVAL BY THE BOARD OFM SHALL NOT BECHEALTHD AND THE
DESIGN ENGINEER.
9" MIN COVER/ 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING
36" MAX COVER L = 50' L = 25'(MAX) FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN
® S=1% (MIN.) EL=100.31 rl
4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 2" OF 3/8" DOUBLE WASHED 3/4" - 1-1/2" 5. ALL ELEVATIONS BASED ON ASSUMED DATUM.
STONE OR FILTER FABRIC, DOUBLE WASHED STONE
10" _ 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF
INV.=99.25 14 6" THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF
0'IJWID HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
��� INV.=99.0 ®®• O ®®®® 7. DWELLING IS SERVICED BY TOWN WATER.
PROPOSED ®®®®®®®®®
GAS BAFFLE ®®®®®®®®® 8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED
D-BOXINV.=98.30jj41j:E53
®®®®®®®®® TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR.
INV.=98.5 DB-5 9. R SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE
> > LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO STARTING WORK.
EXISTING 1.000 GALLON SEPTIC TANKS 3.2 r 3 X 8.5 3.25 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5.
EXIST. SEWER OUTLET EFFECTIVE LENGTH = 32.0' 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
INV. ELEV.= 97.36 AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY
NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING BREAKOUT 13. NO KNOWN ABUTTING PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING
PIPE INVERTS PRIOR TO CONSTRUCTION EL. 98.30 14. ALL PIPING TO BE 4" SCH 40 ® 1/8-/FT (UNLESS SPEC. )
2) D-BOX SHALL BE SET LEVEL AND TRUE TO TOP CONC. ELEV.= 98.30 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW
GRADE ON A MECHANICALLY COMPACTED SIX INV. ELEV.= 97.30 88 FOR,THE USE OF A GARBAGE GRINDER.
INCH CRUSHED STONE BASE, AS SPECIFIED IN BB86eaa 16. NO .WETLANDS WITHIN 100 FT. OF PROPOSED LEACHING
86B
310 CMR 15.221(2) aaaaaeB
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK BOTTOM EL.= 95.30 F
5 FT. F
'
WITH 1500 GALLON SEPTIC TANK IF FAILED,
DAMAGED, NOT H2O LOADING, OR UNDERSIZED. SEPARATION 5.61 FT. 1! EFFECTIVE WIDTH = 1V
4) INSTALL INLET & OUTLET TEES W/ SOIL ABSORPTION SYSTEM (SECTION)
GAS BAFFLE AS REQUIRED BOTTOM OF TESTHOLE EL: 89,69 (500 GALLON LEACH CHAMBER)
SEPTIC SYSTEM PROFILE
SOIL LOGS P#: 15945
N.T.S.
DATE: APRIL 9, 2019
SOIL EVALUATOR: DARREN MEYER, CSE 1614
OF MgSf9�yG WITNESS: DAVID STANTON, BARNSTABLE HEALTH
O DA REN �r Elev. TP-q I Depth Elev. TP-2 Depth
h�
0 140 100.85 A 0" 100.73 0"
, ` LOAMY SAND LOAMY SAND
DESIGN CRITERIA ciS1 i 100.27 B 701R 3/2 7" 100.06 B 10YR 3/2 8"
MNI TAR\a� LOAMY SAND LOAMY SAND
NUMBER OF BEDROOMS: 4 BEDROOM DESIGN 10YR 6/6 1OYR 6/6
SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF) fl
DESIGN PERCOLATION RATE: <2 MIN/IN 97.35 C 42" 97.31 C 41"
DAILY FLOW: 110 G.P.D. X 4 BR DESIGN FLOW: 440 G.P.D. PERC TEST MEDIUM MEDIUM
SANDSAND
GARBAGE GRINDER: NO (not designed for garbage grinder) oa 95.2 2.54 2.5Y 7/4
Jr SEPTIC TANK: 440 gpd x 200% = 880 gpd RE-USE EXIST. 1,000G SEPTIC TANK h' 89.69 134" 89.73 132"
LEACHING AREA REQUIRED: (440)/0.74 = 594.59 S.F. PERC RATE <2 MIN/IN. (-Cl- HORIZON)
p, NO GROUNDWATER OBSERVED
USE THREE (3) 500 GALLON PRECAST LEACH CHAMBERS PROPOSED SITE AND SEPTIC UPGRADE PLAN
W/ 3.25' STONE ON ENDS AND 4' ON SIDES: 32' L x 13' W x 2' D •
46 MOCKINGBIRD LANE, MARSTONS MILLS, MA
BOTTOM AREA: 32 x 13 = 416 SF Prepared for: Bolton
SIDE AREA: (32 + 13) X 2 X 2 = 180 SF System Design and Topography Plan by: SCALE DRAWN DATE
MEYER&SONS,INC. N.T.S. DMM 05/01/19
TOTAL SQUARE FEET PROVIDED = 596 vs. 594.59 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 EAST SANDWICH,MA 02537 REV DATE CHECKED SHEET NO.
DESIGN FLOW PROVIDED: 0.74(596 S.F.) = 441 G.P.D. vs. 440 G.P.D. req'd requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in-October. 1999. 508-362-2922 05/28/19 DMM 2 Of 2
E