HomeMy WebLinkAbout4224 MAIN ST./RTE 6A(BARN.) - Health Street
• Barnstable
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TOWN OF BARNSTABLE
LOCATION � �1 �1 ��e� � SEWAGE# O alp
VILLAGE \ ASSESSOR'S MAP&PARCEL 1
INSTALLER'S NAME&F6NE NO. 12
SEPTIC TANK CAPACITY \
LEACHING FACILITY. (type) 1 ze)
NO.OF BEDROOMS
OWNER
PERMIT DATE: V 4—M COMPLIANCE DATE:
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) N1 Feet
Edge of Wetland and Leaching Facility(If any wetlands exist within
300 feet of leaching facility) Feet
FURNISHED BY
' Y �
A a , t
AaA
�a ^o?T�� ,
�3 - 38°.
No. l
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
ftplitation for Misposal bpstrm ConstCUttion Permit
A lication for a Permit to Construct/ Repair Upgrade Abandon Complete System Individual.Components
PP t� ) P ( ) PSG' ( ) ( ) ❑ P Y ❑ P
Location Address or Lot L C-� L� Owner's Name,Address and Tel gyp_
S L b
Assessor's Map/Parcel 4. [,� oa-03 i� S?'l: ST
AQ^ Installer's Name,Address,and Tel.No. er''s Name,Address,and Tel.No.
q T) R =g� "GE)
�n�— Type of Building: N agl9t � �A a g- 4 ^ C n=0%
v Dwelling No.of Bedrooms '5 Lot Size T���'g`} sq.ft. Garbage Grinder( )
Other Type of Building N A No.of Persons ILL Showers V) Cafeteria( )
Other Fixtures
Design Flow(min.required) 17 gpd Design flow provided 1 00 gpd
Plan Date �-- 2 Number of sheets Revision Date r�
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 al A
Signed Date L
Application Approved by , Date
Application Disapproved by Date
for the following reasons
Permit No. Date Issued �(
�+y�
-tl� ;., No. PC Fee
THE COMMONWEALTH.OF MAMSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS
` Application for Misposai 6pstrut Construction Permit '
Application for a Permit to Construct lr ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ,❑Individual Components
Location Address or Lot No: Owner's Name,Address,and Tel.No.
4-2��. Mo,t tJ S� ��-�� .ssr-�P1�� -� sU� ►R-oBI N•Sc�� ��
Assessors Map/Parcel �, � Q03 9 MA r� Ste: CA I AS Q -Rv e
/��Z� Installer's Name,Address,and Tel No. er's Name,Address,and Tel.No-
C./Type of Building: /�1Gi<S �S /t'),�� /�a 6 g-�1�G'9�3YT'• .�y�?,
G Dwellin 4 g No.of Bedrooms Lot Size J6 sq.ft. Garbage Grinder( ) -
r. Other Type of Building Q ' No.of Persons Showers W) Cafeteria( )
�_. Other Fixtures
Design Flow(min.required) 17 gpd Design flow provided I v<00 gpd
Plan Date—A -, 2— 11 Number of sheets Revision Date NJ A
Title_S { `
(�"�- --t
Size of Septic Tank blur q F\IT Type of S.A.S.
x' Description of Soil
�-� �. .� T" k-"'i t � S6 k I- ps;�?•R '-T—S
N �
Nature of Repairs or Alterations(Answer when applicable) EC G:�w c--1- A L7
Date last inspected: --.7 G — f�
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 alt . L p {
Signed Date
Application Approved by i Date
Application Disapproved by Date
for the following reasons
Permit No. .1- Date Issued
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 i , l
���at �' -. `� has been constructed in accordance,
with the provisions of Title;5 and the,for Disposal System Construction'Permit No.901°i dated
Installer I Designer
#bedrooms -, Approved design flow V gpd
The issuance of this permit shall not be construed as a guarantee that the system will fas desiglAd.
Date ( �I is! b Inspector )!2)— b,,j d/ 1
No. (�
---- -----�-------------------------------------------------------------------------------------------------Fee------------
- I2� l �v
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS
Misposal 6pstem Construction permit
Permission is hereby granted to Construct( ) RSRatL ) Upgrade( ) Abandon( )
System located at
4' and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with
I Title 5 and the following local provisions or special conditions.
I, I
7'Provided:Construction must be completed within three years of the date of this permi
Date Approved by
r� i
Town of Barnstable
°p o Regulatory Services
1 enRxa�an , 6 Richard V.Scali,Interim Director
A16 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: 11/19/2020 Sewage Permit# Assessor's MaplParcel 351/061
Designer: J.M. O'Reilly&Associates, INC. Installer:
Address: P.O. Box 1773 Address:
Brewster, MA 02631
On_ �,����/ DL/60��. as issued a permit to install a
(date) (installer)
septic system at 4224 Main Street, Cummaquid based on a design drawn by
(address)
J.M. O'Reilly&Associates, INC. dated 4/2/2019
(designer•)
IJ 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, Strip out (if required) was inspected and the soils
were found satisfactory. ,. f. d
.�,1�it"� C:)'t11 !I� Zr� � aL.
❑ 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 construct74 jnk npliance with the terms
of the RA approve(letters(if applicable) 1H pi:M Asq
,lOIAN M. c a
(I�talr's Signa re) _, 01rt1_RTY
.•-y r
CIAL
No .36200
e _ ignature) (Afft i L p Here)
PLEASE RETURN TO BARNSTABLE 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 DIVDIV ON.
THANK YOU.
Q:1Septic\Designer Ceilification Form Rev 8-14-13.doc
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t��rt t''O Town of Barnstable P d
Departingnt of Regulatory Servitxs
i I Public Health Division Hate /
200 Mai.Shpe4 Hyanob MA M661 f
' orsrt ►+
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Date Scheduled 6 Tuna o Fee p a~,
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Sail Suitability Assessment for Sew a Di sposal _ o
Perfmoled8y:- /��i-7 hf Fhl l
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LOCATION&.GENERAL INFORMATION
Oo Address 0
�{2'24 Mg t Street/ y .es Nome
)PT &A �'q�ricK Leslie�&
BgRnS�ab/e,P4A oZla30 Add[ms lypT.
Eng 1
meer'allomo All
NEW CONMRUCn0N__ REP AIR
'Land Uso•�i�i 1.' n.L't-1 I�{_ - Slopea m- n Smfaee.Stones 7
Distaom finer: Opea Wefa Hod�yr./��/�L,24o fl Posslblc WUArcn •DrinNng WatatW�clA � ft
DmbmgeW y "ram ProportYUoc 80' it Orbs KA a
S$ETCHC(Suet[name;a.:..,.�of im wa locations of test holm&pere Its,locate wetlands proximity In bolts)
20
V� 5 of
IV. �
, A1^` Z��y-� rz �� ..-�-�'•jam/.
p—tolatmW(gwlogic) 1�' 4s '�t 'S Depth to Bedrock
Depthto0rmmdwater.SlandingWamin Holc ` [ Woeping fYom Pit Faos ( Z
Hsd mt d Seasonal High 0—ndwabix
DE f INATION FOR SEAS ONAL'HIGIT WATER TABLE
Method Used:
• De Ih Observed standing in oln.hole- In, Depth to soli m°ttlnL.
Dc�tg to wecping from side-ofobs.bola. - In, Oroundwatu Adiuslefent - $.
tndea Wdl,f_ Reading Datc Index Welllevei•• Adi•fhetor.Adl.Orouadwnne Level,
PERCOLATION TEST Dale - Tltna_
obmrvedm
Holo¢ - Tinto at 9"
DepthofPero .. Time At61'
Stem TPro-ioakTlmo® .00 two(9°•6") '
sod Pre-soak K.'O Il .
t
Ralellt�R�.F �Moa LASS
Site Sul tablilty Anosamenu Slto Pass28 Sitb Pilled: Additional Tmdng NeedW(Y/M 41nn .
0dgine14 P611.HeahhDNIslaa Obser'vationHoleDataT BeCotppletedanBack - j
art- " he ►�12003
'*e'►1P perco a on tie to be con ncted:wt 0 of we d,you m fire notify the
Barnstable Conservation Division at least one(1)week prior to beemning.
'Q:1SEP'i'0FBRCFORM.DOC
L
DEEP.OBSERVATION ROLE LOG Hole#
Dwthfn- Sall Horizon SoilTer.. ,Sol]Coloi Sall. Othef
Sadice(IM) (USDA): Jmunsel9 Mot log (Structure,Stand,Boulders: .
Cgolliltendw
D—[L A Zh A .
IZ r--ke b :
Y
E6-1 INS
e 1
GZ 'Fwf-'51��
DEEP OBSERVATION HOLE`LOG 11ole#
Depth from sailHarimn. S.11Texturc Sal Color Son Other
- Surface ae.) (USDA) (Mmell) Monting (Stroeturo,St®e3.l30td en.
Z
G
DEEP OBSERVATION HOLE LOG 13101e#
Depthftui SoilIWzoo Sal Texhuc Sal Color -Sal Other '
Smfaca pa) (USDA) (M®sclu Moueog (Stmcaum'stoncz,Bonldm,
DEEP OBSERVATION HOLE LOG Hole#
Depth firm Sall Horizon Soil Texture. sal 61" Sall Oihei
Sort.-(In.) (USDA) (MuoseiQ Moaung (Stractu,stwc4lloulden,
i
Flood Insurance Rate Map:
Above 500yearfloodboondery Nb-�Y.2
Vatbla500yearboundnry
Within,Within,100 year Flood boundary No
_or
Denth of Naturally Occurring Pervious Material
Does at least four feet of nda ally occurringparvlous ma tV exist in all dress observed thrpughout the
area proposed for the soil absorption systam?--`\�-
If not,what is the depth of nadually'occurriug pervious materiel?
Certification
I ccrdfy that on date)I ha assed the it ev marnminstion approved by the.
Department of M31 an
Protecdo d that the ova ysis as performed by me consistent with ,
the requi dining,c se and a ericnce des ad In 15.01T
Si store Date_ J��<
Q,\S-Bt'1 0PCRMRM.DOC '
f '
f iLE• COPY
„ Town lD .
of Barnstable
ga 53 3•-
Department of.Regulatory Services 6 3
Pablie Heal#h Division Dale
erg
300 Mein Street.Hyaows M4,02601 .
Fee Pd.
Date Scheduled
9-y d3. Tmte�[
Soil Suitability Assessment fop Sewage Disposals
pc foimcd BY.
14 r ht4l T FAME, Ell_
L z2y rla ,.si iP .. thoQer'sxame fa .6aw,J-
F.&.e,sme MkT c.IT• L
NBW CONSTRUCTION 'RM!� - Telephone i
. S�ufam Stoats (�fzN/
Land use t0im..tT1t+•t_ - Slopes(Se7
Dis O—from:. OpCO Water Body,JI a
+ R PossibloWetAFeB Ddmm�gwalaWdl �i�it
O ft Other $-
... DtaiaageWay\y_►r1H41 $ perlyLino 2__ T
SKETCH: Street namq dimensions of IAxact of ass holes 8i pets�.iocde��is t��b to bola) .
VuP
'fPl 24r .
• 95 i
r ial(geologio) t:AKir VKYO,S ITS Depth to Bum +Z-b0
P.ereotmater
�} Weapag fivm Ph Fam (�•l�
'Depthm Gtouadtveta:•Sta,rd'mg Water in Hole:,_...__ .
Estlmated Seasonal High Glooddw9m IA
Mcibod Used: iLL DcQth a Bog mocks: .. hL
�. Degdh Observed alaod-ing is ebs.hole: 8
Depth towiepingirmnsideofobs:hole in, GrotmdwatetAdjns�t
IndocWdld Reading Date: LidexWelllevel
Adf factor'. Ad1.GrmmdwNer,Level— ..
Ob=crvalioo
8g6 Tmw at 6,
. Depth ofPem
StartPrc swAThne® .
End Pm-smk
Rate bG.Anch
. Site)?ailea AdditiooalTcslingNeedt 9"
siteSuitebUityAs. eat StloPatsed -
a�t•nahtie Heal9t Division Observation Hole Data To Be Completed OR Back -
Depth from ,sail smrzon sun Teeme Sai• or.- :_ -sail. -..
surfs=(m.} (USDA) gAmupj Melding. wrbue.seines.swidelL
. Consiaten '- Gmvd
LOASAy
Free. tOYTL.Y3 $ crp- tsd>
�F5-12 e
124- 7L w . j p LooSE
PZ e
Depth from SoilHor®n Soil Txe ue, son color soil 016a
Smfam(4) (USDA) (Maaiaii) Mottling cS Staoe+,Bouldea
- � Consisten XG
O IZ`r �..
2-7-4r' Ff..IE
Z4-- Ry CI _ r=rae 7,l iR r+n
shfthto
r •
Dep from son Horimn Sou Tnchne son color Sod Otlra
Serfacc'pn:)— ._:(USDA).. Molding Stoup,73ouldecs.
Cons'
low
Y
-20 6
. MA&%To :v (acnc.Ers OF
.7/4 CA-6.1wl Shvb
Depth from Sag Hmimn•: i Soil Toiroill •Son Color Soil. -
Smfaa(ia) (USDA) (Maautq MMoift StructmStnumB'ooldem. _
i Ood Insurance Rate Maps
. A6ove500y=lioodb'omd* No Ye's ..
Wnthinsooy—b-ndoy NoA Yell -
W;Wio'looy flood b.dzly No Y.—
Depth of Naturally Uccorrine Pervious Material.
Does at least f6rfeet ofnatt-11Y occmring.peavious material exist uc all areaeobserved thruwAout the
area proposed for>be soil absorption pystem7 Yrz.C. _.
If noy'what is the depth of nadnally otziuring pervious ma-W? .. -
Certification
I ceitify that an 11K"S.(date)Y bave passed the soil evaluator examb-ar n approved by the
Department of Environmental Protection and that the above analysis was performed by me consisteLLt with
the.iequiced tra ' ' expertise'and expp' ce desai ed in 310 l MR 15.017.
•_ .N� . _ Hate
L
z
4 INME Town of Barnstable �. PH
Department of Regulatory Services
Public Health Division pate G3
MAM
O�Eo tM9.t► � 200 Main Street,Hyannis MA 02601
Date Scheduled
- `—&/—Gy Time Fee Pd.
Soil Suitability Assessment for Sewage Disposal
Performed By: HAMA 0 ®. EARxirLL Ff 1' witnessed By:
w .
� :':
,. ' r a
:r I
Owner's awe {—i ba
Location Address �ZZ_y�p✓ .�. ( tv �`
V
Address
�C Engineer's Name tA ,)i
Assessor's Map/Parcel: 3 S 1 No
NEW CONSTRUCTION REPAIR Telephone# r
Land Use 1ESi®�1 Ad Slopes(%) ®m_2_.
Surface Stones
Distances from: Open Water Body�`�ft Possible Wet Area
�Qr Drinking Water Well :H00 ft
ft
,.�9_ ® ft Other ft
Drainage Way RJs'y ft fro
perty Line __--
�1?cations'
rc tests,locate wetlands in proximity to boles)
SKETCH:(Street name,dimensions of lot,exact of test holes&pore
1 •72
46 -
W ezLk® 1
rn VZ �qt
24°
74
': Qom' ,
. �
ir
•- '� ~ ro ` °f'Z.®y •`f f -
Parent material(geologic) LAY Q�0 S IT5 Depth to Bed ck
Weeping from Pit Face
'Depth to Groundwater: Standing Water in Hole:Estimated Seasonal Seasonal High Groundwater
low"V
Method Used: in. Depth to soil mottles: in.
Depth Observed standing in obs.hole: in. Groundwater Adjustment ft•
Depth to weeping from side of-obs:hole: Ad Groundwater Level
Readin Date: Index Well level _ 'Adj.factor J . ,
Index Well# g
�I n
a
Observation Time at 9"
Hole# J
�11 Time at 6" —
Depth of Perc
9��® Time(9"-6'� ---_ '
Start Pre-soak Time Q
a
End Pre-soak � !�--
Rate MinAnch < Z—*A—,IN
Site Suitability Assessment: Site Passed_ Site Failed:
Additional Testing Needed(Y/N)
I��:a,.:"st• Pithlic Health Division Observation Hole Data To Be Completed on Back---
Depth from Soil Horizon Soil"Texture Soil Color soil Other
Surface(in.) (USDA) (MunseT Mottling Structure,Stones,Boulders.
Consistenc V.Gravel
.o.
cc®� � y [ 'A
� Ft?.►�C lo%Go S Fr
'frj-I 5 IOAF.��3 101 p G r¢L ems+ i�fl
124- 1` 2 cC, I � «� � Loose. M/41
r. Z Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling: Structure,Stones,Boulders.
�. C nsistenc %Gravel
ir:04F- I
l Fiaftr 7� FIRA&A
u P-rntE ro VF (p`
Z `
10 ,
= ICiPi,ii 'hIN, IN.r
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Mansell) Mottling Structure,Stones,Boulders.
Consistency,%Gravel
LOAPW�t of
zo s
I
Soil Other
Depth from Soil Horizon Soil Texture Soil Color
Surface(in.) (USDA) (Mansell) Mottling Structure,Stones,Boulders.
Consisten %Gravel
` Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes A
Within 500 year boundary No Yes '
Within 10o 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?
If not,what is the depth of naturally occurring pervious material?
r
f
Certification
I certify that on I °'Z�i''�� (date)Y 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 ' g,expertise and exp ce descri ed in 310 CMR 15.017. .
/ nate 2 `c�—o 3
� BENNETT & O'REILILY, INC.
Engineering& Environmental Services LETTER OF
e ' 1573 Main Street,P.O.Box 1667'
r . Brewster,MA 02631 TRANSMITTAL
�t (508) 896-6630
FAX(508) 896-4687
TO: DATE: JOB NUMBER:,
Town of Barnstable 10/30/03
Health Department
200 Main Street
Hyannis,MA 02601
REGARDING:
4224 Main Street
Route 6A
We are sendingyou: Cummaquid,MA
COPIES DATE DESCRIPTION
1 09/04/03 Soil Suitability Assessment for Sewage Disposal
4224 Main Street Route 6A
Cummaquid,MA
ctiv
2003 �
OF BARt4STABLE
TOWty _3VH DEPT.
i
For review and comment: ❑ For approval:-❑w -As-requested:❑:1 — For your use:[@ -
REMARKS:
cc:Les Patrick
P O Box 432
Barnstable,MA 02630
t
t
From:
Mathew T.Farrell,EIT.
If enclosures are not as noted,kindly notify us at once
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6 JPH 03/13/2019 OKH REVISIONS
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DTI Date:September 5,2018 -
N mISSUE/REVISIONS Private Residence01
M m
O N BY DATE DESCRIPTION d33 o
T Z 1 AWSH 1 09/05/2018 PREUMINARY DESIGN 4224 StreetMain
Q 2 AWJH 09/14(N118 DO PLANS y
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3 JPH 09/24/2018 GEN.REVS. Cllli1R13 Uld M3SS3CI1ll3e1tS o o u Cp
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4 AWJH 09/30/2018 CONSTRUCTION DRAWINGS
5 AWJH 10/2-018 BID SET
6 JPH 03/13/2019 OKH REVISIONS
GENERAL NOTE5: 501L TE5T LOG5: SYSTEM DE51GN CALCULATIONS: BarnstMA
TEST HOLE 1: EL=50.3t SEWAGE DE51GN FLOW+
A.) NEITHER DRIVEWAYS NOR PARKING AREAS ARE ALLOWED OVER SEPTIC SYSTEM DEPTH FROM SOIL 501L SOIL SOIL OTHER 5 BEDROOM DWELLIN @ 110 GPD = 550 GPD LOCUS
UNLE55 H-20 COMPONENTS ARE U5ED. SURFACE HORIZON TEXTURE COLOR MOTTLING
B.)THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UN- (INCHES) (USDA) (MUN5EL) LEACHING CAPACITY REQUIRED+
LE55 CONSTRUCTED AS SHOWN. ANY CHANGES SHALL BE APPROVED IN WRITING. " A Loamy10 NONE 5 BEDROOMS(MAX.) @ 110 GPD = 550 GPD REQUIRED
6 4
C.) CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE LOCATION OF ALL 1 " B fine Sandy Loam I OYR NONE SEPTIC TANK CAPACITY REQUIRED+
UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. - I NONE I O�Cobbles 10%Gravel DAILY FLOW= 550 GPD @ 200% = 1100 GAL. REQUIRED �� m
C2 I fineGrain Sand I OYR 5/21 NONE I 10%Gravel SAMPLED V �'
CON 5TRU CTI O N NOTES: TEST HOLE 2: EL=45.2± 15PTIC TANK CAPACITY PROVIDED out o
500 GAL. SEPTIC TANK(MIN-7-LOWED) 2,7
DEPTH FROM SOIL 501L 501L SOIL OTHER
SURFACE HORIZON TEXTURE COLOR MOTTLING
I.}ALL CONSTRUCTION SHALL CONFOR M TO THE STATE ENVIRONMENTAL CODE, (INCHES) (USDA) (MUN5EL) LEACHING CAPACITY PROVIDED+
ONE( )42.0 X 2. X 2. 0 LEACH CHAMBER CAN LEACH:
TITLE 5, AND THE REQUIREMENTS OF THE LOCAL BOARD OF HEALTH. 0"-12" A _ Loamy fine Sand I OYR 3 NONE Very Friable Vt=(42.0'x 12.83')+(42.0'x2')2 + (12.83x2')2'X0.74 GPD/5F=561.05 GPD --"- 24 /
2.)SEPTIC TANK(S),GREASE TRAP(5) DO51NG CHAMBER5(5) AND DISTRIBUTION 12"-24" o I Y NONE Firm 561 GPD>550 GPD REQUIRED x° 00'fr
BOX(E5)SHALL BESET ON A LEVEL STABLE BASE WHICH HAS BEEN MECHANICALLY 24"-99" i m F I OYRNONE Firm III' d,/ o' 8'or
NOTE: A GARBAGE DISPOSAL IS NOT PERMITTED WITH TH15 DESIGN. d
COMPACTED, OR ON A 6 INCH CRUSHED STONE BASE. 99"-178" 1 C2 fine to Very Fine Grain Sand I I OYR GL31NONE I Friable SAMPLED A
����
3.)SEPTIC TANK(5)SHALL MEET ASTM STANDARD C 1 127-93 AND SHALL HAVE TEST HOLE 3: EL=39.7± INSTALL+ 23,9ONE(I)- 1500 GAL. SEPTIC TANK ��� �o�d - - 26 dated W O
AT LEAST THREE 20" DIAMETER MANHOLES. THE MINIMUM DEPTH FROM THE DOT- of C] et/ 6'
DEPTH FROM SOIL 501L 501L 501L OTHER ONE(I)-G OUTLET DISTRIBUTION BOX(H-20 Rated) trd e / ds, and NOT TO SCALE
TOM OF THE SEPTIC TANK TO THE FLOW LINE SHALL BE 48". SURFACE HORIZON TEXTURE COLOR MOTTLING ONE(1) -42.0'X 12.83x2.00'LEACH CHAMBER
4.)SCHEDULE 40 PVC INLET AND OUTLET TEES SHALL EXTEND A MINIMUM OF G" (INCHES) (USDA) (MUNSEL) / -- �' p
co
ABOVE THE FLOW LINE OF THE SEPTIC TANK AND SHALL BE INSTALLED ON THE 01-911A fine Loamy Sand I 0YR 2J I NONE RESERVE LEACHING CAPACITY PROVIDED+
ON (1)32.0 X 24. OX 12' A H FIELD CAN LEAGM: / x s PLAN BOOK 180 PAGE 9
CENTERLINE OF THE TANK DIRECTLY UNDER THE CLEANOUT MANHOLE. 9'20 e m a I 0 6 NONE Vt=(32.00 X 24.00)0.74 GPD/SF-5G8.32 GPD 2S
20-94 I ar ar ram an I OYR 4 NONE Perc @ 80' RATE<2M(N/IN = / O DEED BOOK I GG47 PAGE 48
5.) RA15E COVERS OF THE SEPTIC TANK AND DISTRIBUTION BOX WITH PRECAST 94"-162" NONE Firm 5G8 GPD>550 GPD REQUIRED 2A f , / m A55E55OR5' MAP 35 1 PARCEL G
CONCRETE WATER TIGHT RISERS OVER INLET AND OUTLET TEES TO WITHIN G"OF *With Pockets of Clean fine to Medium Gram Sand f
FINISH GRADE. ,!
G.) PIPING SHALL CON515T OF 4"SCHEDULE 40 PVC OR EQUIVALENT. PIPE SMALL DATE OF TESTING: 09/04/0,3 d x 273 '®30 32 / ( LEGEND
BE LAID ON A MINIMUM CONTINUOUS GRADE OF NOT LE55 THAN I%, PERCOLATION RATE: LE55 THAN 2 MIN/ANCH IN C I LAYER IN TH #3. r 1-/ Manhole ,r-
7.) DISTRIBUTION LINES FOR 501L ABSORPTION SYSTEM (AS REQUIRED)SHALL BE WITNESSED 8Y: MATTHEW T. FARRELL, E1T, BENNETT O'RFILLY, INC. / �29,5 r 3� - - - `32 EXISTING CONTOUR
SAM WHITE, R.5., AGENT, BARNSTABLE HEALTH DEPARTMENT -�'
4"DIAMETER SCHEDULE 40 PVC LAID AT 0.005 FT/FT. LINE SHALL BE CAPPED 26 /` / 32 PROPOSED CONTOUR
AT END OR AS NOTED. NO WATER ENCOUNTERED
USE A LOADING RATE OF 0.74 GPD/SF FOR SIZING OF SOIL ABSORPTION SYSTEM. / +12,34 EXISTING SPOT GRADE
8.) OUTLET PIPES FROM DISTRIBUTION BOX SHALL REMAIN LEVEL FOR AT LEAST ✓ / / 3G 24X5 PROPOSED SPOT GRADE
2'BEFORE PITCHING TO SOIL ABSORPTION SYSTEM. WATER TEST DISTRIBUTION P -`' '` -W- WATER SERVICE LINE
BOX TO A55URE EVEN DISTRIBUTION. TEST HOLE 4: EL=47.8± f -' /' ''' BENCHMARK I : -O _
DEPTH FROM 501L 501L SOIL SOIL OTHER / / OVERHEAD UTILITY SERVICE
9.) DISTRIBUTION BOX SHALL HAVE A MINIMUM SUMP OF G"MEASURED BELOW SURFACE HORIZON TEXTURE COLOR MOTTLING - / Top of MHB
THE OUTLET"INVERT. (INCHES) (U5DA) (MUN5EL) 28 x 33,0 �� x 35.1 p "� r _o - 38 EL=39.33 (Assumed) -T- UNDERGROUND TELEPHONE SERVICE
I C.)BASE AGGREGATE FOR THE LEACHING FACILITY SHALL CON515T OF 3/4"TO O"-12" Fm an am I 0 R 2 NONE Friable x 8'6 / -G- GAS SERVICE LINE
1-1/2"DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST AND SHALL BE 12"-3G" I OY NONE Firm 28'7 ,e / / - ' -~'- o `'` 0 TEST HOLE/ BORING LOCATION
INSTALLED BELOW THE CROWN OF THE D15TRIBTION LINE TO THE B0170M OF THE 3G"-134" i m ! Y 614 NONE Firm f° � PROPOSED-NATIVE STONE WALL --� / Re
_. ,_.,....- �~ se � ST SEPTIC TANK
501L ABSORPTION SYSTEM. BASE AGGREGATE SHALL BE COVERED WITH A 2" 134"-187" I NONE Loose TOWEL=44.5 - q"� 'i'�
LAYER OF 1/8"TO 1/2"DOUBLE WASHED STONE FREE OF IRON, FINES AND DUST. P%9 / / DB DISTRIBUTION BOX
3 ./ /`BOW EL=41 .� / CO CLEAN OUT ACCESS
I 1.)VENT SOIL ABSORPTION SYSTEM WHEN DISTRIBUTION.LINES EXCEED 50 FEET; TEST HOLE 5: EL=50.4± O -•� x 1 � / '#3
WHEN LOCATED EITHER IN WHOLE OR IN PART UNDER DRIVEWAYS, PARKING AREAS, DEPTH FROM SOIL 501L 501L SOIL OTHER ` / SAS 501L ABSORPTION SYSTEM
TURNING AREAS OR OTHER IMPERVIOUS MATERIAL; OR WHEN PRESSURE DOSED. SURFACE HORIZON TEXTURE COLOR MOTTLING(INCHES) (USDA) (MUNSEL) 30.5 , o 40 Reserve RESERVED FOR FUTURE
12.)SOIL ABSORPTION SYSTEM SHALL BE COVERED WITH A MINIMUM OF 9"OF 0"-I 2" I 1 NONE Friable LOT 2 !/ /� ,,� x 395 _ / UTILITY POLE
CLEAN MEDIUM SAND (EXCLUDING TOPSOIL). 12'�32" i m I OYR NONE Firm + f/ ' p \ ■ CONCRETE BOUND, FOUND
32-120 I Fme an am I OYR 4 NONE Firm Area= 1 . 1 2 AC.- /r `* �.�` /
13.) FINISH GRADE SHALL BE A MAXIMUM OF 3G"OVER THE TOP OF ALL SYSTEM + 2/32,2 /'� \ +� f-� _ -x-x- LIMIT OF WORK
COMPONENT5, INCLUDING THE SEPTIC TANK, DISTRIBUTION BOX, D051NG CHAMBER 120-169 i I OYR 7/6 NONE Loose 45,787 SF_ 3 / _ , �� (�
PERC @ 132", RATE =<5 MIN/IN / r� j;"�.�r�Qc 421 42 000 STONE WALL
AND SOIL ABSORPTION SYSTEM. 5EPTIC TANKS SHALL HAVE A MINIMUM COVER / / � 1 �`
OF 9 e, O
DATE OF TESTING: 6/29/2016 gA x,35, ® ��--
14.) FROM THE DATE OF INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL [r� -� /� yr
RECEIPT OF A CERTIFICATE OF COMPLIANCE,THE PERIMETER OF THE 501E A550RP- PERCOLATION RATE: LE55 THAN 5 MIN/INCH IN C2 LAYER IN TH #5. ry ;�..•- sr2 O r--.
Limit of work ZONING TABLE
TION SYSTEM SHALL BE STAKED AND FLAGGED TO PREVENT THE USE OF SUCH WITNESSED BY: MATTHEW T. FARRELL, EIT,J.M.OREILLYAS50CIATES, INC. Y"' / O '�
DAVID STANTON, R.S., AGENT, BARNSTABLE HEALTH DEPARTMENT '}
AREA FOR ALL ACTIVITIES THAT MIGHT DAMAGE THE SYSTEM. NO WATER ENCOUNTERED m 3G
15.)THE BOARD OF HEALTH SHALL REQUIRE INSPECTION OF ALL CONSTRUCTION USE A LOADING RATE OF 0.74 GPD/SF FOR 51ZING OF SOIL ABSORPTION SYSTEM. / AP-AQUIFER PROTECTION OVERLAY
31
BY AN AGENT OF THE BOARD OF HEALTH (OR THE DESIGNER IF THIS SYSTEM RE- CERTIFICATION _w Q00�
THAT QUIRES L WORK HAS BEA VARIANCE) D AY COMPETED IN ACCORDANCE WITH QUIRE SUCH PERSON TO CERTIFY
THE TERMS 10FG HE DEPARTM I CERTIFY ENT OF ENVIRONMENTAL PROTECTION AND THAT THE ABOVE ANAN (DATE) I HAVE PASSED THE 501L ATOR EXAMINATION LYS S WAS PERFORMED BOVED BY THEY ME CONS 5TANT WITH ���� �e0��o ., w x 4z�? RF-2 -RESIDENTIAL DISTRICT
PERMIT AND APPROVED PLANS. 48 HOURS ADVANCE NOTICE 15 REQUESTED. THE REQUIRED TRAINING, EXPERTISE AND EXPERIENCE DESCRIBED IN 3 10 CMR 15.017. ,� ~�•°°" �r•L 2,8 4
1! 11 -
A0 40.7 x 45.4 x 44,7- �'f REQUIREMENTS+
G.)SOIL REMOVAL+ ALL A, B*C I LAYERS (TEST HOLE 4), SHALL BE REMOVED Signature Date
FOR A DISTANCE OF 5'FROM THE 501L ABSORPTION SYSTEM DOWN TO THE CLEAN / g r p6 LOT SIZE 43,5G0 SF
�4' W x 43,37 � FRONT SETBACK 30 FEET
SAND LAYER. AREA TO BE BACKFILLED WITH CLEAN SAND AND COMPACTED TO Walk-our SIDE SETBACK 15 FEET
MINIMIZE SETTLING. SAND FILL MUST MEET SPECIFICATION OF 310 CMR 15.255(3) `f2 ement �/ e� REAR SETBACK 15 FEET
CONSTRUCTION IN FILL. A 51EVE ANALY515 MAY BE REQUIRED BY THE LOCAL k 1 x 45.0 BUILDING HEIGHT 30 FEET
APPROVING AUTHORITY, FRONTAGE 20 FEET
17.) OWNER CONTRACTOR SHALL REVIEW HOUSE LOCATION AND GRADING PRIOR A2 / 28 k�SEp° �O /� WIDTH 150 FEET
TO EXCAVATION. s,o f T q/Z_gG�, A
18.)THE LIMIT OF WORK SMALL BE A STAKED SILT FENCE CONSTRUCTED PRIOR ,\ . /` rOS 48 S� 01c'O
TO START OF PROJECT, LOCATED AS SHOWN ON PLAN VIEW. f BENCHMARK 2: $ f'OSFD �� �� PROPOSED COVERAGE
\ gyp / 5� f�
Top of Foundation strake ti TOFE/ OOM D tl
TO BE SET PRIOR TO CIZ ��\W\ `51.0--ACING OS �� / LOT AREA 48,787 5F
START CONSTRUCTION /
P 47 / LOT COVERAGE:
q.4�`<- "- Op0 D 4 d HOUSE 4 ATTACHED GARAGE 1,970 5F
c, a G SF a 7 I DETACHED GARAGE GIG 5F
�� TDZ 4d �75¢ COV. ENTRY 46 5F
N / _ O� x 47.0 - POOL 427 5F
i i f r d1
`' rz h N k 47x5 TOTAL 3,059 5F
COVERAGE=(3,059/48,787)X 100%= G.3%
x ,4
ONE COVER/INSPECTION PORT fox f r r ` '; Q 46 �
RAISED TO WITHIN 3" FINISH GRADE O' ✓� GRADE PLANE 4 BUILDING HEIGHT: DWELLING ONLY
46.8 4i / g0
IP#4
O p�
4 / !, �s,e 48 NORTH: 41.8+47.4/2= 44.6
!r mbecg l ry' SOUTH: 48.0+44.8/2= 46.4
` t Gha4v �lr�' f1, �� EAST: 47.4+48.0/2= 47.7
f �V f, `9,1 WEST: 44.7+41.5/2= 43.3
6,8
o ��+ �M/N �r A7XO r; �- SO GRADE PLANE EL=45.5
o ,
va SO MAX PEAK EL= 30'+45.5 EL=75.5
`r. t� DWELLING 24.3 FEET FROM TOF
o�R 50.4 55 �- / � PROPOSED HEIGHT: 24.3 + 49.0 = 73.3 EL=73.3
n
3 tv '
` r
j Qp Q� qp/ PROPOSED EL= 73.3 < EL=75.9 MAX., HEIGHT OK
1� 0 3 x 51,6
50
5 A2, 5 x 4 3 50
8 50 � T`3 '4� �- LpRIVE`NAY
PROpOctiD G -AO
x 52.2
t
SAS PLAN VIEW
w
SCALE: I" = 10' 8.6 x5 x
BENCHMARK: T \, l
PLAN
Top of MHB so - s ( SCALE 1"=20'
EL=50.38(Assumed) T- TH15 AREA 15 5ERVED
. �/f 0� �d9e ofpaI/C T 50 <,I BY TOWN WATER.
\ `��1� r� T
FLOW PROFILE. S e„ � -�.. _ i
NOT TO SCALE \ ��-►ee� �. ,
� '�``..••p .� ..u . . �\
24"DIAMETER CONCRETE COVERS FOUR(4)COVER5 RAISED TO WITHIN G"FG: 2 TANK, I DBOX, I SAS \ \ � .v.�.
T �M
RAISED TO WITHIN G"OF FIN15H 9 �a `SO 51.0
TOP OF FOUNDATION GRADE (OR AS NOTED)
.• EL=49.0± (SEE NOTE#5) \ 9h
'm Pro osed EL= 48.2 Pro o5ed EL=47.9± Pro o5ed EL=47.0±
48.6
r.
5.9± 33 Proposed
\ R0B1 N50N RE51 DENCE
t, 44.25± (9"Min -36"Max) \
' \� 47,9
- � 2"LAYER OF 1/8"- I/2"STONE , �.� E
clo Jim Hagerty, Reef, Cape Cods Home Budder, PO Box 186,West Denrn5, MA
45.00 4 10" 141 44. 0 - " ;'. [�L `) �" r_
3/4 1-1/2 STONE
3" 44.04 3',° N N '� , - ��t c- � F SITE SEWAGE DISPOSAL 5Y5TEM DESIGN
T 41011
2 DROP
4224 Main Street Cumma uid MA
GAS BAFFLE 41.50 Al c>>
USE FOUR(4)5HOREY PRECASTS „,.,'.. " *a
V,L J.M. 0 REILLY & ASSOCIATES, INC.
500 GALLON LEACH CHAMBERS
Professional Engineering & Land Surveying Services
Longest Run WITH 4'OF STONE AROUND
121--A 1500 GALLON �14 DB-G 25 (END VIEW).
--EL=32.2 BOTTOM OF TEST HOLE#4 r ✓may f
SEPTIC TANK D-BOX LEACHING CHAMBER 1573 Main street - Route as
H-20 42.0'x 1 2.83'x 2.0' (508)896-8801 Office Brewster, MA
1773
MA 02831 (508)898-8802 Fax
DATE: SCALE: BY: CHECK: JOB NUMBER:
4/2/19 A5 Noted MTF JMO 8003-377213