HomeMy WebLinkAbout0080 TROTTERS LANE - Health 80 TROTTERS LANE
Marstons Mills --
A= 047 - 126
TOWN OF BARNSTABLE
LOCATION QO - .)- �;an-R SEWAGE# -�q,%`f O,_
ikILLAGE M,Qt :� Mje� S ASSESSOR'S MAP&PARCEL C r- `7
INSTALLER'S NAME&PHONE
SEPTIC TANK CAPACITY O®0
LEACHING FACILITY: (type) �c��/G (size) "x c�r
NO.OF BEDROOMS �1
OWNER��.
PERMIT DATE: ,� I ( �( COMPLIANCE DATE:
T
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'�Z,--e_-"Sgg»\'�J" �•k Gam .V��
wpA
No. 0 Fee /
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yet s
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
flpl totlon for MIspoBAY 6pstr tt Construction 3pPrmit
Application for a Permit to Construct( ) Repair( ) Upgrade(t,,fAbandon( ) ❑Complete System 2<dividual Components
Location Address or Lot No. 30 1+� 1-46 < Owner's Name,Address and Tel.No. Gy-,�V- 3 a�V7
Assessor's Map/Parcel k
Installer's Name,Address,and Tel.No.�g `g��c��SS Designer's Name,Address,and Tel.No.SaIR`J�0- 3:1 i
C
Type of Building:
Dwelling No.of Bedrooms Lot Size a0:�,� 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 ` 1 \ `� Number of sheets Revision Date
Title
Size of Septic Tank kppQ c( �'�K`v y�� \Type of S.A.S.00,c
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) 'b
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.
Si e Date44 lei'
Application Approved by Date 2.
Application Disapproved by V Date
for the following reasons
Permit No. Z�( � 06 Date Issued s2 /
,y.
F
s
No. C� I ' `/ Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in compute
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS es
Application for Disposal Opstent Construction 3permit z
Application for a Permit to Construct( ) Repair( ) Upgrade(UrAbandon{ ) ❑Complete System %,,In ividual Components
Location Address or Lot No. ) -�s-c5' �J'v +/ Owner's Name,Address,and Tel.No.��-�� - 3 pq?
Assessor's Map/Parcel C{ )
Installer's Name,Address,and Tel.No. 5�`r� Designer's Name,Address,and Tel.No. jo C
�=,A C
rr'Q ` h' t^a,T-'Lf.c"�'.m.�c 4�, �� �?� �' �8 -=,S��- S�.�f`gin O�S3•°� ;
Type of Building: ,
Dwelling No.of Bedrooms 7_ Lot Size _ 1\c� sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )' '
Other Fixtures
Design Flow(min.required) ..-Z rn gpd Design flow provided �, \ /t gpd ,
Plan � Date I�� ` Number of sheets Revision Date ,+
Title �k"-Ji'+��`. G. t.-4�r
t,
Size of Septie,Tank ( c�,� tzN( 1�,�,k`� ;1�,��Type of S.A.S.Co-*.0'B�7e_ t-
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) a.vim A
' I
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
-` tCompliance has been issued by thisoard of Ha��th.`I� Date
ed
Application Approved by n. . sf ., /J Date
t +
Application Disapproved by V Date
for the following reasons
Permit No. Z `/ Date Issued ,.2.
,a
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(t ) Upgraded(u)`
Abandoned( )by , ,, -+: r ,
at ��rC Jv 'Q .A.,. has been constructed in accordance i
with the provisions of Title 5 and the for Disposal System Construction Permit No., / -Q�i dated .2 i f-
Installer e� --�
p �t� Designer��,�w��..T-`t' �"9..��+ L•e,��. _ �
#bedrooms Approved design flow 0 gpd
The issuance of this permit shallnot be construed as a guarantee that the system will fun ';ion n as geed.
Date j 0 . / 9 Inspect~
--------------------- ------------------
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS
Vsposal :�Ppstem Construction 3permit
Permission is hereby granted to Construct( ) Repair( ) Upgrade Abandon( )
System located at -�_�C`3-�� �' ,�"'�, �p.n�F' n �„� e �l c,
Y ✓
1
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:Constructio.. m�u-st be completed within three years of the date of this permi)t0 ) ,
Date / l.1 //Gf Approved by. 1 ��/ (� ' `
�C�V �l✓'�°(J��pfll , IOU— wf. -r Ur 'or �/Q !� � N)id c,I(AY.ry�t.ItfGTro_
f
Town of Barnstable
Regulatory Services
= Richard V.Scati,Interim Director
autver,�,
�� Public Health Division
Thomas McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
c� Installer& Designer Certification Form
Date: i Sewage Permit# a�D��- �6� Assessor's Map\Parcel D 47 4 -
Designer: I v l c��/�15 C�� Installer: o
Address: Address:
LP
u On (s- was issued a permit to install a
(d te) //�� (installer) J
septic system at V ���� Il�-S LA'TJ based on a design drawn by
(address) ,(
�/� rt✓� fV1 f dated u
(designer)
XI certify that the septic syste 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)
(I s ler's S ature)
NO. 11
(Designer's Signature) (Affix ere)
PLEASE RETURN TO B STABLE PUBLIC HEALTH D N. 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
l �
Town .of Barnstable P# � s q,
Department of Regulatory Services
B Public Health Division Date j
MA89.
200 Main Street,Hyannis MA 02601
lFll I'
Data Scheduled Time_ Fee Pd._ 00 a d co
Soil Surtah a Assessment or Se a Dzs osal -
ty f .
P
� Performed-By, � e� h `-'� � Witnessed Hy:
LOCATION&.GENERAL INFORMATION
Location Address Q c' `� J t_At1.,`e Owner's Name
r`n.•.q.n o..���. Y"A+\%5 Address
Assessor's Map/Parcel: ` Lt -0-) 6 Engineer's Name -`clo s,,S �
NEW CONSTRUMONp REPAIR Tele hbne# Stb' -3(;�: •- 33 `
Lund Use ���• !/ N� f 1. Slopes(96) P Surface Stones Z FYI:.
Distances firm: Open Water Body _ft Possible Wet-Area S b ft Drinking Witter Well
Dmlhago Way l 6 y ft Property Line J d ft Other ft
SIKETCH:(Street name,dimensions of lot,exact locations of test holes&pero tests,locate wetlands In proximity to holes)
CAZ�l l
Parent material(geologi Depth to Hedrook r "
Depth to Oroundwater. St ding Water In Hole: u Weeping*om Pit Fo'ca
Estimated Seasonal High Groundwater bs
DET VIINATION FOR SEASONALUIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: In. Depth to still mottles: In.'
Depth to weeping from side of obs.hole: in. Groundwater Adjustment fl.
lndoxWe11-N RandingDato: index Well lsVol .,, Adj hctor Adj.Groundwater•Loval,,,_
PERCOLATION TEST pgte Time
Observation 1
Hole# Tinto at 9"
� EI— u
Depth of Pero 1.b� Time at 6"
Start Pro-soak Time @ / d Timo(9"-6' _
End Pro-soak
�,v„
Rate Min./Inch .
Site Suitability Assessment: Slid Passel! Slip Failed: Additional Testing Needed(YIN)
Original: Public Health Division Observation Hole Data To Be Completed on Back-----------
***If percolation test is to be conducted within 100' of wetland,you must first notify the,
Barnstable Conseirvation Division at least one(1)week prior to beginning.
Q:ISEPTlCVERCFORM.DOC
DEEP-OBSERVATION HOLE LOG Hole#
Depth from Sall Horizon Soil Texture Shcl Color Soil. Other
Surface(in.) (USDA) (Munsell) " Mottling .(Stnucture,Stoned;Boulders.
tsistency.46'Oravell
Lo4,m Soh
Cl- �4 �l
-7
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Sall Texture Soil Color Soil Other
Surface(In.) (USDA) (Munsell),"' Mottling (Structure,Stones,Boulders.
n
,r(�� g
G �0 k "Y
ZS Yb'
DEEP OBSERVATION Y TION HOLE LOG Holy# h .
Depth from Soil Horizon Sall Texture Soil Color Soli Other
Surface(In.) (USDA) (Munsell), Mottling (Structure,Stones,Boulders.,
a
DEEP OBSERVATION HOLE LOO Hole#
Depth from Soil Horizon Soil Texture Sall Color Sall Othor
Surface(in.) (USDA) (Munsell) Mottling (Structure,Slopes;Boulders,
Consistency.
Flood Insurance Rate Man:
Above 500 year flood boundary No Yes
Within 500 year boundary No=, Yea
Within 100 year flood boundary No. Yes
'Death of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring pervi u m terlal oxlst in all areas observed thrpughout the
area proposed for the soil absorptibn system?
If not,what Is the depth of naturally occurring pe Ious mateflal?
Certification +
I certify that on U (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 required tr nt xpertl a and experience described in�1 10lCMR 15.017
Signature Datb
Q:\SBPTICIPERCPORM.DOC
LOCATION SEWAGE PERMIT NO.
z of't 5--
VILLAGE
INSTALLER'S NAME & ADDRESS
P?a,6 e.t.-I— 3.
M/lor cut as
BUILDER • OR OWNER �I
DATE PERMIT ISSUED
DAT E COMPLIANCE ISSUED
II
A
I �9
LO7
r'
... .. _..---.. . Fica.... ,.....................
THE COMMONWEALTH OF MASSACHUSETTS X
BOARDOT HEALTH
............... .......OF............ ..................................................
Allp iratinn for Dispusti1 Works Tnnstrnr#inn Vamit
Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at: I
Loc A re s or Lo No, t
r�Q r. � ---1.acJ-- T't�1�
wner...�� !�Y *r/S` d.C�.. c�l�
a ass- ............
Installer Address
U ,Type of Buildin Size Lot._. dQ_._._Sq. feet
Dwelling No. of Bedrooms.._...................................Expansion Attic ()j1 Garbage Grinder (All
0.
Other—T e of Building ............... No, of ersons............................ Showers (k/� — Cafeteria Q j 0
a YP g -==--------- P
Otherfixtures ------------------ -• --------- --- ---- ----- ------------- ..........
--
W Design Flow_��' _--.._, ...........gallons per person per day. Total daily fiow.....3t.��....................gallons.
WSeptic Tank—Liquid capacity/" lons Length................ Width................ Diameter................ Depth................
x Disposal Trench—No. .................... W' th......... ......... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No....... ............ Diameter-. .�� Depth below inlet---•-------......... Total 1
� --. ..-- - P k- -,,------...sq. ft.
Z Other Distribution box ( ) Dosing tank 7� 7
aPercolation Test Results Performed by.............................. GI-NiL. _ )ate........................................
Test Pit No. 1................minutes per inch Depth of Test it.................... Depth to ground water........................
44 Test Pit No. 2.................minutes per inch Depth of Test Pit.................... Depth to ground water..... -------
-_-•
i ------ - ------ -•--
Vx
f< ....... f 1� y=
Description of Soil---------- -
---•-----------------------•-------•--•------------------------•---•-••-•-•----------------------------.-------------- -------------
-----------•----------------•-...------------------••------------•--------------------------•--•-•-•--•---•--•------------------•-----------•-----••-•----•---------••--------------------------•-------
U Nature 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 TI'i U 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of health.
gned .. .... .%��:... .......................... g` n.1Zt 7
Date
Application Approved BY - -- -------- .7
—� �••
ate
Application Disapproved for the following reasons:................................................................................................................
---•-•------....-•-----------•---------•----•----------------•-•-••-----------•------------•---------•--------•---.........-•••-----------------....-- .................................................
Date
Permit No......................................................... Issued.../�
.........................................
Date
. r t
......... `._'... F�$.. ..................... t
THE COMMONWEALTH OF MASSACHUSETTS
BOARD HEALTH
..................
..-----...OF........... . ..... ..-----
ApplirFa#ion for Uhipvii al Workii Ton,alrnrtion ramit
Application is hereby ade for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at
P s G
Loc n•A dr'ss or t No. n
... ..�.........•-•--•••---_•---- --.... � 1 ...:(.. ...�...GS.f..
Owner ress
Jkl
..............--u.------
Installer Address ...
Type of Buildin Size Lot.. ....L.__._Sq. feet
aDwelling No. of Bedrooms............................................Expansion Attic ( Garbage Grinder W y
p,l Other—Type of Building ............................ No. of persons............................ Showers ((/b) — Cafeteria ((jp)
a' Other fixtures ----------------------------
W Design Flow.-"•••••_ ............ allons per person per day. Total daily flow.... . .......................gallons.
WSeptic Tank—Liquid capacityfovl allons Length................ Width................ Diameter................ Depth................
Disposal Trench— /N/ o. .................... W•dth._. _._........... Total Length.................... Total leaching area....................sq. ft.
Seepage Pit No. f Diamete .. Depth below inlet.................... Total 1
+ng �
�r'' _- sq. ft.
�r
Z Other Distribution box ( ) Dosing tank ( ) - -� T .'"
~' Percolation Test Results Performed by...........................
---..... •----------.--- .. ....... Date........................................
Test Pit No. I................minutes per inch Depth of Test Pit................_... Depth to ground water........................
Test Pit No. 2.......... minutesper inch Depth of Test _. :.:_- . Depth to ground water
�. - ✓....---1-••c-•v----r.
... f - ^ - ' - : --. --ODescript>on of Soil..... -- .... ..-•--•-•-� .• !�
,
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 TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in
operation until a Certificate of Compliance has been issued by the board of health.
igned-•• ----- , F flL •--- ...........................
.........................
/ D to
Application Approved By........... - ! �'` . --•-----•- -•----4 � ...... ----
/ Date
Application Disapproved for the following reasons:................................................-------------------••------•--••--•-•-•--- •----•......---•--.
.....................•----....-•---•----------••---•-••-----------------------------------......_....•----••---••----••--•-•-•---•--------•-----....--•---••-••-•-•••-•-•---•-•----•---•---------------
Date
PermitNo................................................................. Issued. ..................
Date
THE COMMONWEALTH OF MASSACHUSETTS '
BOARD OF HEALTH
.......... .,... .........OF........./ ..152.....?. ...............................................
Trrtgfiratr of Tamph anre
T S TO E Y, That the Individual Sewage Disposal System constructed ( ) or Repaired ( )
, �
by f ....-.---• .......................... - --
" �X_
/ - Installer
4
has been installed in accordance with the provisions'of T 5 of The State Sanitary Code as described in the
application for Disposal Works Construction Permit No. ___ .._...�`�................ dated------ -~.f. __'__7_j�.__..
THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION S,4TISFACTORY.
DATE.............1..^.�T Inspector.... -------.---------------.-....----.-----
THE COMMONWEALTH OF MASSACHUSETTS
_BOARD O HEALTH
�L-l � i
O.. ......lC FEE ./.............
i ro �a1 orb t ; ion "anti#
Permiss' i ereby granted-_-_-___.
f.
to Constr t�(,C ) or R r ( divldual Sewage Disposal System
J
Lr..• �,
` at No.- --• --
Street // •�y�
as shown on the application for Disposal Works Construction Permi ed... �T/.. ...........:.....
=----- --- --- 'CZ __...Board of Health -
DATE--------•---------•-----•------------------------------------ .......
jj616F.
RM 1255 HOBBS & WARREN. INC.. PUBLISHERS
AsBuilt _ Page 1 of 1
LOCATION SEWAGE PERMIT NO.
G� s� Two Tin"s G,�ti -7 7- C,iyn
VILLAGE
INSTALLER'S NAME i ADDRESS
�� t•rr i' 3. C�c�rC Cca
BUILDER OR OWNER
DATE PERMIT ISSUED 7 7
DATE COMPLIANCE ISSUED j_ 7
vAr K eO No-'f—
� I
� �GI
?FAO �
�S-
http://issgl2/intranet/propdata/prebuilt.aspx?mappar=047126&seq=1 2/15/2019
LEGEND MARSTONS MILLS
PROPOSED CONTOUR
1 34.41' _!—- ® PROPOSED SPOT GRADE �O /
EXISTING CONTOUR
/ RACE LANE
�--'� -- ► + 96.52 EXISTING SPOT GRADE LOCUS
2 tt ►' W EXISTING WATER SERVICE
O TEST PIT
vent
PAVED DRIVEWAY
/ - LOCUS MAP
0
1
► - - LOCUS INFORMATION
0 1-1 07
' TP—1 ► PLAN REF: 271/097
i' TITLE REF: 3032/152
/ PARCEL ID: MAP 047 PAR. 126
1081, SONO / cr
TUBE / � 12.5 o FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE
O ► �\ m c) m FNDN // TP-2 N
w
s -- _ SEPTIC SYSTEM
r° � x -
o° � z 1 REPO aRE�PLAN
Nz 20 ft XIST. 1,000G 80 TROTTERS LANE
o ' +0 z / SEPTIC TANK M. M I LLS, M A
o / ► PREPARED FOR
KNUDSON/READY ROOTER EXC.
FEBRUARY 11, 2019 REV: FEBRUARY 18, 2019
/ LOT 5
OF AREA = 20196 sf+—
PLAN BOOK 271 PAGE 97 ► ��� 9�,y
DARREN M.
ASSR VIA- 47 PCL 126
i
IV
l _----
�� PRIVATE DRINKING WATER � -��
WELL (LOCATION PER 34"46'
106
07
MEYER & SONS, INC.
P.O. BOX 981
PLAN , EAST SANDWICH, MA. 02537
BENCH MARK SCALE: 1 in = 20 ft PH: (508)360-3311
TOP OF FOUNDATION 0 20 40 FAX: (774)413-9468
109.20 meyerandsonstitle5C9)gmail.com
BARNSTABLE GIS DATU 0 10 20 40
SHEET 1 OF 2 J 1894
I
ELEV. TOP
DROP FND. NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS I
(Existing) BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE I FINISHED GRADE (107.0)
109.20-NI-I F.G.EL: 107.0 F.G.EL• 107.0 F.G. EL- 107.0 VENT
a MAINTAIN 2% MIN SLOPE OVER LEACHING AREA
X 2" OF 3/8" DOUBLE WASHED
F.G.EL: 106.82 `' a' STONE OR FILTER FABRIC 3/4" - 1-1/2"
•' DOUBLE WASHED STONE
4" SCH 40 PVC
1o"I 6 ®®®®• p ®®®®
A' TEE'S ARE TO BE 14 _ ® S= 1% (MIN.) ®503i1a ®®®®
INV.104.0 F ®®®®®®®®®®®
4" SCH 40 PVC 2 E F. DEPTH ®®®®®®®®®®
INV.105.50 1:
GAS - INV. 103.80 EPPEE
2 X 8.5' 4'
EXISTING OUTLET BAFFLE PROPOSED DB 3
...••. .. .. . .•. . . DISTRIBUTION BOX EFFECTIVE LENGTH = 25'
INV. 105.75 (H20) INV. ELEV.= 101 .15
EXISTING 1,000 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON ����` OF ' V BREAKOUT
NOTES:
OUTLET TEE AS MANUFACTURED BY �y
o DAP REN s ELEV.= 102.15
1) CONTRACTOR SHALL VERIFY ALL EXISTING TUF-TITE, ZABEL, OR EQUAL . TOP CONC. ELEV.= 102.15
PIPE INVERTS PRIOR TO CONSTRUCTION N�.�4 4®' INV. ELEV.= 101 .15 �® ®®�
2) D-BOX SHALL BE SET LEVEL AND TRUE TO 13®®®®®®
GRADE ON A MECHANICALLY COMPACTED SIX /s( E3®®®
INCH CRUSHED STONE BASE, AS SPECIFIED INNITAR BOTTOM EL.= 99.15 ®®®®®®®
310 CMR 15.221(2) l� I 3.75' 5 FT. 3.75'
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK
WITH 1500 GALLON SEPTIC TANK IF FAILED, EFFECTIVE WIDTH = 12.5'
DAMAGED OR UNDERSIZED. SEPARATION 5.14 FT.
4) INSTALL INLET & OUTLET TEES W/ SEPTIC SYSTEM PROFILE SOIL ABSORPTION SYSTEM SECTION
GAS BAFFLE AS REQUIRED BOTTOM OF TESTHOLE EL: 94.01 _ (SECTION)
(500 GALLON H2O LEACH CHAMBER)
GENERAL NOTES: SAIL LOGS # DESIGN CRITERIA **NO INCREASE IN FLOW PROPOSED**
: 15894
1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL P
BOARD OF HEALTH AND THE DESIGN ENGINEER. NUMBER of BEDROOMS: 3 BEDROOM DESIGN
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS DATE: FEBRUARY 5, 2019
OF THE STATE ENVIRONMENTAL CODE, TITLE V. AND ANY APPLICABLE SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614 SOIL TEXTURAL CLASS: CLASS I (0.74 GPD/SF)
LOCAL RULES AND REGULATIONS. EXCEPT AS REQUESTED BELOW: DESIGN PERCOLATION RATE <2 MIN/IN
- 310 CMR 15.405 (1) (B): WITNESS: DON DESMARAIS, BARNSTABLE HEALTH DEPT. DAILY FLOW: 110 G.P.D. X 3 BR = 330 G.P.D.
1) A 2.85 FT. VARIANCE FROM 310CMR15.221(7) TO ALLOW LEACHING
'M BE 5.85 Fr (" BELOW GRADE VS REO'D 3 FT. (H20/VENT PROVIDED) Elev. TP-1 Depth Elev. TP-2 Depth GARBAGE GRINDER: NO (not designed for garbage grinder)
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 106.57 0" 106.01 0" SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXIST. 1.000 GAL. SEPTIC TANK
TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE A LOAMY SAND A LOAMY SAND LEACHING AREA REQUIRED: 330 0.74 = 445.94 S.F.
DESIGN ENGINEER. 1OYR 3/2 10YR 3/2 ( )/
105.57 12" 105.09 11
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING B LOAMY SAND B LOAMY SAND USE TWO (2) 500 GALLON H2O PRECAST LEACH CHAMBERS W/ 4'
FROM THOSE SHOWN HEREON SHALL EPORTED'TO THE DESIGN IOYR 5/8 1OYR 5/8
ENGINEER BEFORE CONSTRUCTION CONTINUES.
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 104.07 30" 103.32 32" STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF C SANDY LOAM C SANDY LOAM BOTTOM AREA: 25 x 12.5 = 312.5 SF
THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 1OYR 7/2 10YR 7/2
HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION.
7. WATER SUPPLY PROVIDED BY PRIVATE WELL 101.57 60" 101.19 58" SIDE ARE- (25 + 12.5) X 2 X 2 = 150SF
S.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED C2 C2 TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. PERC TEST MEDIUM MEDIUM
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE o EL 45.70 SAND SAND DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 2.5Y 6/4 2.5Y 6/4
CONSTRUCTION.
10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. 94.57 1 1 144" 94.01 1 144" PROPOSED SEPTIC SYSTEM UPGRADE PLAN
REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5.11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION PERC RATE <2 MIN/IN. (-C2" HORIZON) 80 TROTTERS LANE, MARSTONS MILLS, MA
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY NO GROUNDWATER OBSERVED
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY Prepared for: Knudson Read Rooter Exc.
13. NO ABUTTING PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING. Design and Site Plan by: SCALE DRAWN DATE
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. • I. Darren M. Meyer. R.S.. CSE, hereby certify that I am currently approved by MADEP pursuant to 310 CMR 15.017 MEYER&SONS,INC. N.T.S. DMM 02/11/19
15. ALL PIPING TO BE 4" SCH 40 0 1/8%FT (UNLESS SPECIFIED) to conduct soil evaluations and that the above analysis has been performed by me consistent with the PO BOX 981 REV DATE CHECKED SHEET NO.
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Evol. Exam in October, 1999. EASTSANDWICH,MA 02537
508-362-2922 02/18/19 DMM 2 of 2