HomeMy WebLinkAbout2199 MAIN ST./RTE 6A(BARN.) - Health 2199 MAIN STREET/ROUTE 6A
BARNSTABLE
A = 236 - 008
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1TOWN OF BARNSTABLE
LOCATION SEWAGE# O -QV
VILLAGE ASSESSOR'S MAPP�&PARCEL
INSTALLER'S NAME&PHONE NO. -Or
f SEPTIC TANK CAPACITY If2V 6r L /1-'d- a 6ay�av�s,k, .�
a Y ,
f LEACHING FACILITY:(type)3-h/��J,d SavC�l�, „��r (size)
NO.OF BEDROOMS ? -7 c��
OWNER C'wc
PERMIT DATE: COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility S f 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) 414 Feet
FURNISHED BY 13 YC lei•®��
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No. I Fee /
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
Application for disposal *pstem Construction Permit
Application for a Permit to Construct 4 ,We
e air( ) p a e( ) Abandon( ) VComplete System El Individual Components
Location Address or Lot No.,21914 Owner',t-Name,Address,and Tel.No.4 n _9
Assessor's Map/Parcel 3 y fx WQj , 3 0r)y//
Installer's Name,Address,and Tel.No. $p$-q 'gQ26 Designer's Name,Address,and Tel.No.S'CrZS-171)8' 81,319
�oc � Cc� itn�Gl-iasp -'6nc CSC C3- 3ggA40 n%-
mA o atop 3
Type of Building:
Dwelling No.of Bedrooms Lot Size 4 6 a 1 r7?"3 sq.ft. Garbage Grinder( )
Other Type of Building Moi No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) Jc 3 gpd Design flow provided 3 o(2 i g, gpd
Plan Date IM&AA 5,_,kOl? Number of sheets �l Revision Date 1130`ao
Title )Aarve 11". ; oon t'C2 wr,Y � 31°i-, d�i'd.t� &A
,` e
Size of Septic Tank i6 � _t4 Type of S.A.S.b) &Y,4ee17 C� ra6j�. RZo 3 t®5 6 1G,8�3
Description of Soil Q_ so, ! S
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 Environme a and not to place the system in operation until a Certificate of
Compliance has been issued by thisBoard of He I
Signed Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No "� Date Issued
JT
No. ✓ / ,, "` Fee d _....---
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
application for Voosal 6pBtem ConstGULtion larrm
Application for a Permit to Construct(� pair( ) grade�( ) Abandon( ) - [ Complete System ❑'Individual Components
Location Address or Lot No.a`G� 4 Own�er',;,�<. �k°ddress,and Tel.No..& A -7 SQ- l 4/3a
Assessor's Map/Parcel 7�' �><Ut�YIB�Sk L. U� e r eryrre1��7
Installer's Name,Address,and Tel.No. :L$- -gQa G Designer's Name,Address,and Tel.No.S'(yZ6_r?1>!S- la119
dv f C'_vtlsk I-iav�, l35CGMLu ):3y9No-;n5+-
_ _ n r t �73
Type of Building:
Dwelling No.of Bedrooms Lot Size &(e ej� f sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) 3 gpd Design flow provided 3061 c gpd
Plan Date jj4,ij , 5 A&19 Number of sheets ( Revision Date 1 30 I Q4)
Title 1-��z ruP_`f IN &A '
Size of Septic Tank i$ly>g j (.", i ng 4t .. i4an Type of S.A.S.Z 3)�i v.-�.0 A 6 M"L t H-6 3`-5 X 10-T3
Descripfhon of Soil
Nature of Repairs or Alterations.(Answer when applicable)
F
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-Go e and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Healt .
Signed Date Z
Application Approved by Date
Application Disapproved by Date
for the following reasons
s
r� Permit No_ --cT Date Issued
---------------------------------------------------------------------------------------------------------------------------------------
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate Of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed(V< Repaired( ) Upgraded( )
Abandoned( )by i2)r3r�-��a .t. +��,►-,� l-��t�t�i'}�` 1��
�<. at A Li•La„njxt has been constructed in accordance
with the provisions of Title/5 and the for Disposal System Construction Permit No.__ .� 090 dated
Installer 4,,L l' t_u,)SA11014�lC-mr1 01C Designer
'#bedrooms AL Approved design flow _
�� � gpd
The issuance of this permit shall not be construed as a guarantee that the system ill fun t n as designed.
Date Q 1 Inspector
--------------- -----------------------------------------------------------------------------------------------------------------------Fee No. r= -� ,
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
Nsposar bpBtrm Construction 3permit
Permission is hereby granted to Construct( Repair( ) Upgrade( ) Abandon( )
System located at j Q� Cie :t
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:Constructionnmust a co pleted within three years of the date of this permit.
Date / Approved
r+
unstable
eguti tary Services
1 .-
°4 Richard Scli,Interim Ditrector
a
' * T01 a Health v vision
TlionasNlcKeaq -Director
7
24bikam Street, EtyaiW6, N1A 02601
O: ice; 50R 8,62-4644 '' Fat: 50849&53G4
Installer=&1)es��nei Certi 'cati�in�Forri .
} Date: e/1i 0 Sewage Peemit Assessor s lap\Parcel :236/8 -
1 s '^ '
Designer asc Group„�_-Inc • , �,.,' '�x Instal lCr Bor;tolot;ti,Cons'truction, Inc
Address: .349• Route'2.8 .Unit D # ` i tAd,dl'CSS 45 -Industry Road
a ,
West Yarmouth, MA,��02E'3: �` �'M-itston's.Mills., `MAI 02648
On Rot tolott 66nst47uc6, cn�was issued a permitto install;a
(date) (oinsta=ler) s F
1 septic Syste$14at _ 2,199 Route 6A „Barnstable .14 ; based on"a design dra i n by
ni , (address)''
BSC.Group„ Inc,#_ +., dated ,.,. March 5,. .20±19
x" I certify that,fhe Septic sy5fem referenced,above°was installed substanttaily=according to
the design, which'rnay include manor approved changes such;as lateral retocation:of the
distribution"box{and/.or septic tank' Strip outjifj'equited),was inspect ind the:'soils'r
were:found satisfactory = Aft3 _
t
4.
A certify that',the septic system referenced above was installed with major changes (t-e Au
, t
greater than,l.0 lateral relocation of the SAS or any veitical,relocation of any component
Hof the septic�system) but in:accordance with State& LocalRegulations Plan revision or �i
certified as-built by'designer to fellow' Strip out(if required)was inspected'and,the sails j
Were found satisfactory
4, S
I certify than tem referenced above was const e w►th the;terms M
af.t approval letters(tf applicable}._`` '� `."
a. r•x N
BRIAN Gu %rn
c/ o. YERtiAT1AN � "y ��,�� a
y v, CIVIL A
(Installer' n s;Sigature)=or r E r,9'No 462D6
gn` ' ignat re) x ��. �(AffixDesignei's Stamp Hein) �� y } t .
PLEASE RETURN':TO.BARNSABLCPLrBLIC HEALTH4 AIYISIOIV: CE`RTIFICATIE:
OF COMPLIANCE W!"Ll NOTE BE =ISSUED` UNTIL,°BOTHTHISr FORM
' -BUI.LT'CARD.ARE,RECEIVED BY TEIEZBARNSTAIBLE PUBLIC`IIEAL'I'H+DIVISION: I
' THANK YOU.
a
p septielbesign6er,'CertifieaGon Form.Rey 8.1443 dock s
f 3
i ' 1 p�,
Town of Barnstable P# /59 1 2.
Department of Regulatory Services
'
* wwsrne�.e. Public Health Division Date d a q
'
MASS.
1639. 200 Main Street,Hyannis MA 02601 i
ED MA't A
Date Scheduled ! Time C Fee Pd. $100.00
Soil Suitability Assessment for Sewage Disposal
Performed By: Todd MacDonald, EIT, SE#14157 Witnessed By:
z
_LOCA_TI.O_N & GENERAL INFORMAT_IO_N
Location Address 12199 Route 6A Y y ^ w Owner's Name Ordway Properties LLC.
West Barnstable, MA 02668 102 Evergreen Court,
-Address Franklin Lakes, NJ 07417
Assessor's Map/Parcel: Map�236, Parcel 8 Engineer's Name BSC Group, Inc.
NEW CONSTRUCTION X REPAIR Telephone# (5,08)778-8919
Land Use Agricultural Slopes(%) Surface Stones
Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft
Drainage Way ft Property Line ft. Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
J i
ba �
• � l� , d� � ,�._. r�-.,�. � ✓1.,SFr t`o? --— -_ _�._..-----•---
" oil Testln
1 `Lot ion
ca
Zrf
Parent material(geologic) Depth to Bedrock
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL HIGH WATER TABLE_y
Method Used:
Depth Observed standing in obs.hole: in. Depth to soil mottles: in.
Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft.
Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater Level
i
PERCOLATION TEST Date 01 T�i_me I U
Observation ^ i - I r
Hole# .L- JJ p Time at 9" INS-
Depth � J,
of Pere' h I� Time at 6" l0• f
Start Pre-soak Time @ (�(} (� "OJ Time(9"-6") 301%;N 30Mm `O
End Pre-soak (]-(� (y=1 J folk iKG�t 0MN^/Mt
Rate Min./Inch d 10
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) >
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 Conservation Division at least one(1)week prior to beginning.
Q:\SEPTIC\PERCFORM.DOC
DEEP OBSERVATION HOLE LOG Hole# 0
Depth from Soil Horizon Soil Texture Soil Color Soil Othe
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
u jo A L S 10'f eft
I0-25 L Io\1P-4)�
25-'39 S loIP- I/q
3F -1 H tu* 4/y
` peC C_ d-eQiA, 96
DEEP OBSERVATION HOLE LOG Hole# 10 }
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
AP LS
(o-Z�
C1 LS
�o-Iyy CZ y LS MK 6/4
DEEP OBSERVATION HOLE LOG Hole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency.%Gravel)
6-10 AP L S 10 ' K"-I I
1 0-25- L S i b if- 114
M3 10`9- W4
V` Cz yF LS 104K04
..DEEP OBSERVATION HOLE LOG Hole# 17,
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
LS toIg-7—
i6-zs [_S to r 14
L S 10 y00/4
1yll L S t0k
Flood Insurance Rate Map:
Above 500 year flood boundary No_ Yes X
L
Within 500 year boundary No X Yes
Within 100 year flood boundary No X Yes
Depth of Naturally Occurrine 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? `U�_ —
If not,what is the depth.of naturally occurring pervious material?T
Certification
I certify that on 104 (date)I have passed the soil evaluator examination approved by the
Department of Fn4onlrinental Protection and that the above analysis was performed by me consistent with
the required,trainin ,expertise and ex erience described in 310 CMR 15.017.
l
Signature ^ Date
Q:\SEPTIC\PERCFORM.DOC
------------ ----------------
GALLON 2-COMPARTMENT SEPTIC TANK (H- 20) LOCUS INFORMATION
SOIL TEST PIT D ONSITE. S011 L EVALU ATI ON- , 1 ,500
NOT TO SCALE NOT TO SCALE
DATE: MARCH 1, 2019
CURRENT OWNER: ORDWAY PROPERTIES LLC.
TEST PIT TP-9 TEST PIT TP-10 TEST PIT TP-1 1 TEST PIT TP-12 TEST BY: i BSC GROUP, INC.
GRD. EL. 88.8 GRD. EL. 87.9 GRD. EL 88.7 GRD. EL 87.5 WITNESSED BY. DON DESMARAIS 1. S I EPTIC TANK: SHALL BE S TEE I LRE I INFORCED CO I NCRETE.
SHGW EL SHGW EL. SHGW EL SHGW EL 75.5 LICENSED SOIL EVALUATOR: TODD I MACDONALD, EIT 2. SEPTIC TANK SHALL BE CAPABLE, OF ,WITHSTANDING H-20 TITLE REFERENCE: BOOK 31356, PAGE 337
LOADING.
PERCOLATION RATE. .10 MINS./INCHI RAISE INLET AND OUTLET BOOK 31356, �PAGE 344
SOIL CLASS: CLASS 11 3. ALL PIPE C
Ap Ap Ap Ap SHALL BE WATERTIGHT., USING.SEWER BRICK AND BOOK 8155 PAGE 138
LOAMY SAND LOAMY SAND LOAMY SAND LOAMY SAND L.T.A.R.: 0.60 GPD/S.F. 4. TEES SHALL, BE SCH. 40 PVC AND, SHALL BE, LOCATED MORTAR AS NECESSARY
10YR 2/1 10 2 1 10YR 2/1 WITHIN 12" OF TANK WALL AND ACCESSIBLE FROM TANK
10YR 2/1
EL 88.0 10" EL 87.1 low EL. 87.9 10" EL. 86.7 loo� COVER.
PLAN REFERENCE: BOOK 207, PAGE .29
BW Bw Bw Bw TODD MACDONALD# SE #14157 IS LICENSED IN THE FILL ALL 'UNUSED KNOCKOUTS WITH HYDRAULIC CEMENT.
LOAMY SAND LOAMY SAND LOAMY LOAMY SAND 6' BOOK 223, :PAGE 13
SAND COMMONWEALTH OF MASSACHUSETTS THROUGH 12/1/2020.
1 OYR 1 OYR 4/6 10YR 4/6 10YR 4/6 F
4/6
EL 86.7 EL 85.8 //25 L' 85.4 _ 11,-o"
25* EL. 86.6 25 E - 25" IT r_1 ASSESSORS MAP: 236
Cl Cl Cl Cl 101-00 PARCEL: 8
MED. SAND LOAMY SAND MED. SAND LOAMY SAND LEGEND low
10YR 6/4 10YR 6/4 10YR 6/4 10YR 61/4
EXISTING LOT AREA: 662,783±S.F.
38* EL. 82.9 60 EL 85.5 38" EL 82.5 60" F_ 49-l"
EL 85.6 F A
6'-4 V-2- LIQUID :DEPITH 6v-Ow
UNSUITABLE 4!-9- ye. ZONING DISTRICT: RG RF RF-2
MATERIALS LOCATE SETBACKS: FRONT 30' FRONT 30' FRONT 30'
(TO BE REMOVED) OUTLET ,
-2" TEE UNDER ' 11 1 1 OF
C2 C2 C2 C2 7 - I 1 0 SIDE 15' SIDE 15 . SIDE ' l 5'
COVER
C
VERY FINE VERY. FINE VERY FINE VERY FINE 1ST 2ND - I I _ TEE W/GAS F 6 REAR 15' REAR REAR 15'
SANDY LOAM SANDY LOAM OMPARTMENT MPARTMENT BAFFLE
SANDY LOAM SANDY LOAM . 6*� G
10YR 6/4 10YR 6/4 PERCOLATION (1,000 GALLONS) L�200 GAL) 4V BRIAN
10YR 6/4 -S.F. S.F. 43,560, S.F a
EL 80.8 10YR 6/4 96" EL. 79.9 96* MINIMUM LOT SIZE: 65,000 YERGATIAN
TEST RANGE
CIVIL
65,000 S.F. 87,120 S.F. 87,120 S.F. N 6zub
EL. 76.8 1 1144" EL. 75.9 ) 144" EL. 76.7 "1 4e EL. 75.5 144- ESTIMATED 6* MINIMUM MINIMUM FRONTAGE: 20' 150' 20'
SEASONAL HIGH
PLAN VIE
GROUNDWATER 3/4" TO 1-1/2* CRQ5S-SECIION VIEW, MINIMUM LOT WIDTH: 200' N/A 150'
CRUSHED STONE
NITROGEN SENSITIVE
ZONE: NOT IN A .ZONE 11
FEMA FLOOD
BRIAN G. YERGATIAN
�1�717 ZONE DISTRICT: ZONE "X" AS SHOWN ON MAP 25001CO554J
DATED 7/16/14 PROFESSIONAL ENGINEER
GENERAL NOTES BENCHMARK: as OVERLAY DISTRICT: RPOD (PARTIAL. SITE, NOT AREA OF LEACHING FIELD)
P.K. NAIL IN 6" OAK 7,
EL 88.78
1. THIS PLAN IS ONLY INTENDED FOR THE PERMITTING AND CONSTRUCTION OF THE 0 .............
SEWAGE DISPOSAL SYSTEM AND ASSOCIATED SITE WORK.
HARVEST MOON
2. ALL CONSTRUCTION METHODS AND MATERIALS SHALL CONFORM TO 310, CMR 15.000
AND BARNSTABLE BOARD OF HEALTH REGULATIONS. ID A
1'1_vRMS
3. THERE ARE NO KNOWN OR PROPOSED PRIVATE WELLS LOCATED WITHIN 150 FT. OF THE 86 85
DESIGN CALCULATIONS
PROPOSED LEACHING FACILITY. NO -Is x
Vq SLEE
4. IF AN OVERDIG IS SPECIFIED, REMOVE ALL TOPSOIL, SUBSOIL AND OTHER UNSUITABLE UNDOEF, WITPIN 2 B LOW-OFF
is W DESIGN FLOW
"n, 1 C DECK
W 2199 ROUTE,6A
Co
MATERIALS.
RETAIL 2,427 S.F. X 50 GPD/1,000 S.F. = 122 GPD (1ST FLOOR)
5. IF AN OVERDIG IS SPECIFIED, REPLACE ALL EXCAVATED MATERIALS WITHIN THE LIMIT OF OFFICE: 1,740 S.F. X 75 GPD/1,000 S.F., = 131 GPD (BASEMENT & 2ND-FLOOR)
EXCAVATION NTH CLEAN GRANULAR SAND, FREE FROM ORGANIC MATERIAL AND IN
86.5 20* RB DAILY DESIGN FLOW 253 GPb
'DELETRIOUS SUBSTANCES. r MIXTURES AND LAYERS OF DIFFERENT CLASSES OF SOIL Q)
SHALL NOT BE USED. FILL SHALL NOT CONTAIN ANY MATERIAL LARGER THAN 2 cr� 83 BARNSTABLE
ACCESSIBLERAMP� REQUIRED SEPTIC TANK (2-COMPARTMEbM
INCHES. A SIEVE ANALYSIS USING A #4 SIEVE SHALL BE PERFORMED ON A G
253 GPD X 200% = 506 GALLONS
REPRESENTATIVE SAMPLE OF FILL. UP TO 45X BY WEIGHT MAY BE RETAINED ON THE G XrlOo% MASSACHUSETTS
7_Z__
253 GPD = 253 GALLONS
#4 SIEVE. SUCH ANALYSES MUST DEMONSTRATE THAT THE MATERIAL MEETS EACH OF
T/C77
G
THE FOLLOWING SPECIFICATIONS: (BARNSTABLE COUNTY)
USE 1,500 GALLON TANK (OVER-SIZED)
POPOSED S 0
ION)=84.
100% MUST PASS'#4 SIEVE
811 /I(OUT)aw 4.58 SIZE OF REQUIRED LEACHING FACILITY
.0
10% MUST PASS #50 SIEVE
0-20% MUST PASS #100 SIEVE 15U.0 DESIGN PERC. RA�E: 10 MIN/iNCH
00,
0-5% MUST PASS #200 SIEVE X SEPTIC, PLAN
OD LONG TERM APPL RATE: 0.60 GPD/SF
OD 4DG� OF
LEACHING FIELD 253 GPD + 0.60 GPD/SF = 422 SF
X.
6. EXISTING UTILITIES WHERE SHOWN ON THE PLANS ARE APPROXIMATE. THE ENGINEER 3 x 10.8
13�, SIZE OF LEACHINQ FACILITY PROVIDED
DOES NOT GUARANTEE THEIR ACCURACY OR' THAT ALL SUBSURFACE STRUCTURES ARE
INV.=85.8,
SHOWN. CONTRACTOR SHALL VERIFY THE SIZE, LOCATION AND ELEVATION OF INVERTS -T USE (3) 500 GALLON CONCRETE LEACHING CHAMBERS IN TRENCH CONFIGURATION WITH
OF UTILITIES AND STRUCTURES, WITHIN THE LIMIT OF WORK, PRIOR TO THE START OF 000� MARCH 5, 2019
4' STONE SURROUNDING.
CONSTRUCTION. IF ANY DISCREPANCIES ARE -DISCOVERED OR FIELD CHANGES REQUIRED,
go 80
THE CONTRACTOR SHALL N011FY THE ENGINEER IMMEDIATELY. z
BOTTOM AREA: 31.5' X 10.83' 341.1 S.F.
160 GAUGK PRECAST + 10.83')) 169.3,S.F.
CONCREW LEACHIN 9-- SIDEWALL AREA. 2 X (2 X (31.5
7. THE CONTRACTOR SHALL BE RESPONSIBLE FOR PROPERLY COORDINATING THE CHAtABER (TYP.) EFFECTIVE LEACHING AREA 510.4 S.F.
or
F CHAMB=85.20
PROPOSED CONSTRUCTION ACTIVITIES WITH DIG-SAFE AND THE APPLICABLE UTILITY ROPOPED 1,500 'MNVV"O1=84.37 510.4 S.F. X 0.60 GPD/S.F. 306.2 GPD (INSTALLED CAPACITY)
-fp
COMPANIES, AND SHALL COMPLETE THE PROPOSED WORK WITHOUT ANY INTERRUPTIONS -IGALLON SEP C 7K
IN SERVICE. I(IN)*85.5
I(OUT)= .30
X
8. CONTRACTOR IS REQUIRED TO NOTIFY DIG-SAFE, PER MASS. STATUTE CHAPTER 82, C,
REVISIONS:
SECTION 40 (1-888-344-7233) A MINIMUM OF 72 HOURS PRIOR TO THE START OF
NO. DATE DESC.
CONSTRUCTION. -7
Go /TP
1 5/9/19 PER 'SITE PLAN REVIEW &
9. THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. INSTALLATION RESERVE ARO�,Z_ MASSDOT 25% COMMENTS
(341±&F.)
OR USE OF A GARBAGE GRINDER AT THIS PROPERTY IS NOT ALLOWED PER 310 CMR VARIANCES REQUESTED 2 6/14/19 CONSTR TION SET
UC
15.240(4).
NO VARIANCES REQUESTED 3 7/9/19 VALUE ENGINEERING
10/4/19 BUILDING PERMIT SET
5 1/30/20 , DESIGN FLOW & S.A.S.
�3. 1
DISTRIBUTION BOX DETAIL (H- 2 500 GALLON CONCRETE LEACHING CHAMBER CH_20) 1
NOT TO SCALE
NOT TO SCALE
PREPARED FOR:
REMOVABLE ORDWAY PROPERTIES, LLC
COVER 20" ACCESS COVER
TO WITHIN 3 INCHES SYSTEM PROFILE
102 EVERGREEN COURT
8" OF FINISH GRADE NOT TO SCALE
CONC. RISER-N,,.,, 4" SCH. 40 PVC
(6) 5- DIA. KNOCKOUTS ALL DISTURBED AREAS L=27 FT.
4" Vp TYP. 5" DIA. KNOCKOUT (TYP.) EL.=A S=0.02
r F A / / / / 7 / TOP FOUNDA-55N
1-1/2- TAPER
I 1 1,F CONC. 12-31 6*1 COVER FIRST PIPE LENGTH
TO BE SET LEVEL
7,77 7 RISER EL.=90.05± 4* SCH 40 PVC FOR MIN. 2'
24" 12* DIA'. COVER 2- LAYER OF 1/8- TO L=12.0 FT. FINI H GRADE
0 eN 1/2 DOUBLE WASHED S=0.025 EL=87.5-88.2 4NBSC
a . f r_,_1 r__I %.j M 17-7 STONE ABOVE CROWN 4" SCH.
13 OF PIPE w Pvc
17-71 349 Main Street - Route 28 West
r_1 17-1 17-1 1___1 == ` -
r 36" 24* ACHING CHAMBER
A r__1 =1, 17-1 TO 1 Cn CM C3 IM CM CM C3 3 Yarmouth, Massachusetts 02673
EFFECTIVE 3/4 -1/2
CM C
3v DEPTH DOUBLE WASHED 8585/ fC=3 M C3
BOTTOM ON LEVEL 17-1 17-1 M= 17-1 M STONETO CROWN I= - 1=85.30 11 .37 C3 CM CM C3 C3 CM CM CM CM
STABLE B_ MINIMUM 24" 'OF PIPE 1=84.75 1=84.58 82.37 5087788919
\�I==8555
3/4- TO 1-1/2 4 o-low 5 OUTLET
SECTION VIEW CRUSHED STONE PLAN VIEW L 8'-6" D-BOX 6.87' SEPARATION
.I @ 2020 The BSC Group, Inc.
101-10" 18500 GAL. SEPTIC TANK
NOTES FRONT VIEW 75.5 SCALE: 1" 30'
IDE VIEW EST. HIGH GROUNDWATER
1 DISTRIBUTION BOX TO WITHSTAND H-20 LOADING.
ALL PIPE CONNECTIONS AND CONCRETE CONSTRUCTION SHALL BE WATERTIGHT. 0 15 30 FEET
3. FIRST TWO FEET OF PIPES OUT OF DISTRIBUTION BOX SHALL BE LAID LEVEL. NOTES MAGNETIC REFLECTIVE TAPE,SHALL BE PROVIDED
4. FILL ALL UNUSED KNOCKOUTS NTH MORTAR. IN THE TRENCH OVER ALL PVC PIPING
5. CONCRETE COVER SHALL BE SET WITHIN 6 INCHES OF FINISHED GRADE. 1. ONE ACCESS COVER PER SYSTEM SHALL BE RAISED TO FINISH GRADE. FILE:YAR\5021800\C\D\Construction\5021800-SEP.dwg
2. CHAMBERS SHALL BE 500 GALLON LEACHING DRYWELL, MANUFACTURED BY,SHOREY OR APPROVED EQUAL.
3. GEOTEXTILE FABRIC MAY BE USED IN LIEU OF DOUBLE WASHED STONE. DWG.:6531-03
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JOB. NO: 5-0218.00 C-200
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