HomeMy WebLinkAbout0090 FLUME AVENUE - Health 90 FLUME AVE., MARSTONS MILLS
,�M
No. Fee
9
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
� Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
ZippYicatfon for Migozaf *potent con0ructfon 3permit
Application for a Permit to Construct()()Repair( )Upgrade( )Abandon( ) X Complete System ❑Individual Components
Location Address or Lot No. go I'(u 6.a (4(x Owner's Name,Address and Tel.No. 77/164
tNuo ns Mitts C3zr_js,&_a. 6o-.10wL�
Assessor's Map/Parcel 0,0. 03C.,f—R5 (f", "ii I le
Installer's Name,Address,and Tel.No. 3(j F_(?q?V Designer's Name,Address and Tel.No. 42S—9131
1136,,Kkc,-I & ,
a• f- tAo�M.1 vtl
1111 I
Type of Building:
Dwelling No.of Bedrooms Z&c_,_ Lot Size ;?j Zc=sq.ft. Garbage Grinder A)
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow—1 Ie� /6Arr" Calculated daily flow 32.,0 gallons.
Plan Date Number of sheets crtA-- Revision Date
Title S k� s��c►
Size of Septic Tank 14� aja j 61A Type of S.A.S. L c4dA Clu-Alaevs Z6'><I Z!)cZ' �f�h
43
Description of Soil P a dr, o;I ( 4 &n qL 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 Environmental Code and not to place the tion until a Certifi-
cate of Compliance has been issu t drd of Health.
Signe Date
Application Approved by Date
Application Disapproved for the followin easons
Permit N . �' Date Issued / p
No. : * f f r l V r Fee
r— x° ntered in computer:
THE COMMONWEALTH OF MASSACHUSETTS ,� ` Yes
' ✓ ! i
PUBLIC F EALTH DIVISION -TOWN'OF-BARNSTABLE, MASSACHUSETTS
2pprication for Pioponf,*pMem Con!5truction Permit
r�j'pph ` (� p ( )Upgrade( ) ( ) XComplete System ❑Individual Components
cation for a Permit to Construct Repair U rade Abandon
Location Address or Lot No. 9t) r 1 u kv Q Rtx Owner's Name,Address and Tel.No. 771—/040
VOOV51'0rtS Mitts &,JS"QL
Assessor's Map/Parcel Q.0, (&*_IYS C,K 4-rv-,j i I to Q� 1
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
3 � -9W�y uolW,gVt.*.,
N
O
Type of Building:
Dwelling No.of Bedrooms Lot Size ;?4 3m sq..ft. Garbage Grinder
Other Type of Building 'No.W Persons'- I ) Showers( ) Cafeteria( )
,
Other Fixtures
x Design Flow 4� 164rn" g Calculated daily flow a gallons.
Plan Date jvlgom Number of sheets G»= Revision Date
IF
Title 1G,j h r st«h
Size of Septic Tank ISM a&IIOne Type of S.A.S. L,c" Chcewtiatext Z46 ki {xZt t7r�l-1
Description of Soil PL a g..o- y-r�nc 'e 4,-, -So"1 144 4-2 jp 915(62 1
_j
f Nature of Repairs or Alterations(Answer when applicable)
sy Date lastfinspected: .
?}--• r. 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 Atem-in-operation until a Certifi-
cate of Compliance has been issue-d-by this§o- rd of Health.
Signe G` Date
Application Approved by Date
Application Disapproved for the following-re ns
.t Permit N '" 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
at 16 u w",e A,.a AA e L*__''� wr,u� has been construct d in/accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. yo Z_13 v dated -7 `2
Installer Designer
The issuance of this permit shall not be construed as a guarantee that the syst willjunction as d signed.
Date �� �w Inspector �, G' ✓ S.
-- —114
------------------ --�
ZF;9�
N . ""' �17� / k$ Fee -
V 1 THE COMMONWEALTH OF,,MASSACHUSETTS
S
PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS
Migpogar bpotem Construction Permit
Permission is hereby granted to-Construct O Repair( )Upgrade( )Abandon( )
,D System located at 9,6 !
and as described in the above Application for Disposal System Construction Permit. The applicant recognizes 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 thi e• t. ,
Date: Ll '7 Approved by
f
TOWN OF BARNSTABLE
LOCATION 992.A EL "Mr— AVC610Y—' SEWAGE# a dz O O
VILLAGE M4151oVt��J15 ASSESSOR'S MAP&CLOT O' 4,L-pr
INSTALLER'S NAME&PHONE NO. 76M KMVb+e4 &662� Z—.YCe6�
SEPTIC TANK CAPACITY 4L20 aaI r4.
LEACHING FACII.TTY: (type)3 R Inn/at'r (size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMTTDATE: W,01 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) Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) Feet.
Furnished by
II
i
` � 3
303''
7.
�r.CO1 >a ofar3>sfable P-95�Z
Delrnl•(III e'It of IIeh(th.,Sltfety,rind Cnvironlu ell III Services
0fI � ,Public Health Division Date
^� o� 367 Mnin Slrccl,I Iynnnis MA 02601
S nAnr RUTIt,r =
r'IA8.9. ..
°rto ,t" Dite Scheduled Il i(g14r.� time (O:00F hcc l'd,
._ - ) ------
Sail Suitability Assessi»ent for Se►vage .Dis1f'osal
I'crfanned By 5btah A wY(Sa1 CAE Witnessed Uy: vrVIZ, MCI ,vtl_-�
LOC ` ION& -13N tAL XIV�+Ulti�aA`S>tUN
Location Address yp' Olvucr'.v Nnnic
%'�a✓S�Ti�tSi//S Address ��z �S
Assessor's Mnp/11nrccl: .p4t; 6/ OCL /6„Z t•,ngnlcct's Nnnlc N
NEW CONS'I:Is,UCT1ON (�. Rr-PAIR "Telephone it —)1 3( - 0: .
r
I,nnd Use Slopes("/-) Si4filcc Stones nOwe-
1 .. v
Disinnces from: Open Winter Bay00, Il i'ussib;lc We[Arcn (1 . Drinking WitterWell II
ilninngc\Vny II I'ri poly l.hlc II t)Ihcr _` II
S>KE,rcn: (Street nmnc,dimensions of.lot,cxncl locntions.ortest holes R pert tests,locn(c wetlands in proxiolily to hoics)
`JQ
O�
Z2 .'3 Gem SIC ..l
L.� woo,(k
CC �
I'nrent innlcrinl(geologic) (� eta J_. Depth to Bedrock
Depth to Groundmier.:Shnding Willer ill I lute: Weeping from I'll rncc
6sllnlnted Sensonnl I ligh Groundwnter
�j' �7�,�y*t r) ♦rye,( tt i 'j/,(
bli`1J rllYlAI�� A'Jl\ UQ4�AL 1l. G11IY.AT.I ,Il�l1�31JAJ' '
Method Used.
Depth Observed stmlding in ohs.hole:. In. Depth in soil mottles: in.
Depth to weeping froin side or obs,hoie: in. Crouuthvnler Ad,jusUncnt Il.
Inrle.e Wcll N_ ttrnding Onle:_._TT �Intdc�x^yWeell Icvcl,t_._ Adj. rnclor .__AtI.Oroundwnter bevel
; A�VII�./����AO1\TJ:��7A I)pIC' •tulle
. Observation _ -
t[ole H
l 9"
Dewii.orPerc 4431i '['line ill 6"
Slnrl l're-sonk•1'iine i'intc(y"-6")
.., End Pre-sonk uviaW
Rnte Min./inch map Aa�Cy! 3
Site Sultnbillly Assessment: .Site Pnssed . G/ Sltc rnilcd: Additiounl•Testing Needed(Y/N)
Orighlnk Public 1ferlth Division Obset•vsltioli hole Dnln.'1-ti 13e comple(ed on Dick j
Copy: Applicnlit y
DEEP f� SiV 'Z01
1 >Y1 ,E EOMXn.le'#
Depth from Soil Horizon Soil Texture. So or Soil Other
Surface'(in.) (USDA) (lvlutisell) Mottling (Structure,Stoncs,Boulderes. ..
Consistency.°°Gravel)
G✓ ..
10`' c
=t Z C. 5
dL `li:0C.- Hole:'#
Depth from Sbil Horizon ., Soil Texture Soil.Color Sotl Other
Surface(m.) (USDA) : (Mun§eli) Mottling . (Structumr;Stones Uoulderes. ..
r6 cv.%Graven
1'
-� `
Gay
lcrA 10fie'
;. :; Al,
11.
0...
Soil Horizon Soti Texture Soil Color Soil Othcr
Surface(in.) (USDA) : (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency. r el
DEEP ODSEnVATIONU:L LOG Hale:#.
Depth from Soil Horizon Soil Texture Soil Color Soil Othcr .
Surface(in:) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes..
o Consistency,`% r cl
4.
Flood Insurance Rate Man ,>
A
Above 500 year flood boundary. No Yes. lfloll
Within 500 year boundary No t� 'Yes
Within IOU year flood boundary.No ✓ Yes
Depth of Naturally Occurria Terviotis 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 snot,what is the depth of naturally occurring pervio�is ntateri.al7
"
Certification' .
1 certify.,that on.. .: ci �(date)I have.passed the soil evaluator examination approved by the
Department of Environmental Protection.and that the above analysis was performed 6y me consistent with
tile.required training,expertise and experience described in 310 CMR 15.017.`.
Signature f Date /Z n �yf'
11, 770
�'-� 14'_8r I3'-4• 16'-0' 6'-�
8r_0r $'_ar T_a. �•-a"
6'-8' 6'-8" 8..-0o 8'-01 5_01 3'-01
vi
5
' 1 �
ba
_6. � � �a
DEC -8
MAWACONT 05=W...
` L� I�
I= 2669 111b
a I CA GFJUN6 1 25 31A AGR 3/4
FAMM1I 0 LY 1 2'-a°
c 1cl
ROOM
-
v :a CARPET 1
R} P
-3-'ZW►+DR DF9 7=xo
72'xaW
3-2<to I I�
I I An
o�H 'ro
3 I
O La
I � I
ABOVE _
1 1 PCC 25"
1 I 25 3/40z5•i 3/4
m LIVING > In 1
PI+oNE M5�U TER " TV B\! ROOM CLA c 1 m ry
CARPET 1c ; ty
_ 2-4�t/a"`LVLs ABOVE �i 1 ®® �,
or
j 4r4 POST I 4ri P05T
n
PM 2WA 1 al
J g
2p 4"x5q 3/4• 4u4 POST 4x4 2'-a 5/B" FIRE RATED 1 �?
26" 3-e C GYP. BOARD 999 =
PKT Z4 2rd FLOOR _ I -
--- - - 2_2dCsOVERWANG
AL
1 T01'ER SINK r .r 3 1Idu
PCC 2964-2. 16" a
MASTER aaav`E - OAK R 10 1 HEN A a. d
r _v
50 4°x5q 3/4 q„_5r BATH
b,-It• - 5'-a' -_8r LIQ Ia�_I FIRE RATED 4' 1 SLAB
-A >> yt m - ju ul
o TILE '- ;PKT2*
D� PITC14 2' O DOORCL05ET _ 1x �.NEN � h4 M ^_ Z
IL
FOYER ro oAK ABONE .I �. OAK (3) zc FL USW ABOVE UNDER DORf`fETt 'OE er w Ir BREAKFAST r w bxb PO9r? OAK -
t
m
I
am
FI RST FLOOR PLAN
-a
� SCALE: I/4" � I'-O" � � � � SPIFFY
per... .5'-3'. 3'_3. 0.3'_3r e'_0._ �i d 8,-O'. IL
I6'-O• 11'_pR V-b' 6'-6' 24'-0' A4 ,
0228
e DRAWN BY: KW
DATE: 5/10/02
;i
-� o
7-a' T-a.
i
ql LL��rt��'��QQQp p
(3)2)d0 WFAVM
0,)2 �.
.- Tl U14'-4'
------ a
—;.
21 -BEDROOM #2 .. 2,_a. BEDROOM #3 1 �
q OAK TO OAKBELOW
q
III,
BALCONY 1zaL
PCC 25"
cw 25 4"r b4 3/4" j
V-8' 5'-4' 9'-6' 10'-6"
a�_gr 4' KNEE WALL
26fi8 _ o0
24" PKT CARPET
DN RAJL
� ® �
g
- aces FINISH ROOMBAT7� ;e G.o.3Q
OPEN TO WALK-IN OPEN To TILE j Q� X BATH o CLOSET
o BELOW ' l3ELf�i 1--FI.D ® (�--/- ---
m LINEN D( 24.3/4'xW 3/4!' r
' � n
CL
m I �
TO _ I 3 1/ 3 / " I KNEE
BELOW o
a
T
1 m
z l!L Z
O Z (L
C41tL
W-O" 81-01
25'-0'
2a'-o.
5EC0ND aFLO0R_ PLAN
SCALE: 1/4" = 1'-0- SHEET
j`
A5
t _JOB, 0228
DRAWN BY- KW
DATE: 5/10/02
ZONES
LEGEND N MIDDLE DesignSchedule ELEVATION g q
EXISTING PROPOSED A P. ......_ •. ...... POND LeaC11112 Area Requirements
............ ......
RESIDENCE F .'::'>:; TOP OF FOUNDATION 65.8'
I, 3 BEDROOMS AT 110 GPD BEDROOM = 330 GPD
_ Edge of Pavement — .:.......-:.:-.:-.
MINIMUMS :- CUS
Sewer Pie s FRONT SETBACK = 30'
P AMBLIN FINISHED GARAGFINISHED E FLOOR64.0 ADDITIONAL 50% FOR GARBAGE DISPOSAL N.A.
_.. _ W. Water Pipe w — SIDE SETBACKS = 10 (BY SPECIAL PERMIT WAIVER) POND
Drain Pipe REAR SETBACK = 10' M SEWER INVERT AT FOUNDATION 62.0'
P
:.:...................-:::::.
-� Gas Pipe -------------G ::':;•.•;:.;.:......::.: >:>.. < PERC RATE 2 1 MIN. INCH CLASS 1 .
.. SEWER INVERT INTO SEPTIC TANK 61.8 / /
Manhole Cover
G Catch Basin _ SEWER INVERT OUT OF SEPTIC TANK' 61.5'
Water Gate N RIVER =' C SEWER INVERT INTO DISTRIBUTION BOX 61.3
' LIAR = 0.74 GPD/S.F.
Light Pole .........-.:
'.. o� SEWER INVERT OUT OF DISTRIBUTION BOX 61.1' MIN. LEACHING AREA OF S.A.S.
..._
Utility Pole f `' .'
p SEWER INVERT INTO LEACHING SYSTEM 60.9'
ours
20,0 ", Spot Grade 22 94 ' . . . BOTTOM OF LEACHING TRENCH - 58.9' 330 GPD/ 0.74 GPD/S.F. = 446 S.F. MIN.
Test Pit WATER TABLE 41.3' PROPOSED SYSTEM SIDEWALL (12+26)(2)(2) = 152 S.F.
LOCUS MAP ,
BOTTOM 12 X 26 = 312 S.F.
SCALE 1 = 2,000'
ASSESSORS TOTAL = 464 S.F.
�\ MAP 61
PARCELS 10-2
Q
GENERAL NOTES
ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH
O TITLE V OF THE STATE SANITARY CODE DATED
o
MARCH 31, 1995 & ANY LOCAL RULES APPLICABLE.
» ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING
G 1 1.5 WASHED STONE BY THE DESIGNING ENGINEER.
ovio
Ar 12 WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING,
'' NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT
' FOR INSPECTION.
` ^ 22, sq.
PLAN OF LEACH CHAMBERS FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED.
200' FROM
NO SCALE
STONS MILLS RIVER
THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN
M APPROVAL BY THE DESIGNING ENGINEER.
�' `� 12' ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC.
� 2 � o� RI V RS AC
O FINISHED GRADE
r^rn�
' w » _ " \\/\/\\/��/\\/\\/\\/\\/\\/\\/\/\\/\\/\� COMPACTED FILL EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING
Qj 36 MAX. 12 MIN. //\ \//\//\//\//\//\/j\//\//\/�\//\//\//�/ SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5 PER
z 2"f _....... ... ^................ ............... PEASTONE 310 CMR 15.255. '
4
14
K �,D .. d. ° .. . . 3/4" TO 1 1/2 "
.. .. a �. .
w d DOUBLE PRIMARY BENCHMARK N.G.V.D.
i1 a �• '
�fI y PROJECT BENCHMARK TOP OF SPINDLE HYDRANT 1106
0 SEPT C a .d WASHED STONE #
O c�c� #1 rn n A o
I •. SOUTH SIDE OF FLUME AVE.
CO �x D.BOX 0 (0 EL. = 71.80' N.G.V.D.
Go
o we
PROP p I 4 4 O (� s SECTION LOCATION OF UNDERGROUNQ UTILITIES ARE APPROXIMATE AND
I GA
NO SCALE SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE
t11 Y 20 ' IN. "'
UTILITY COMPANY PRIOR TO _ANY CONSTRUCTION—.
g
1 -
_
�. RE :
rt
j m i n
♦- LEACH SYSTEM WITH P4FILTRATOR DESIGN
00
ALL PIPES TO BE SCHEDULE 40 PVC ";Or f' �� Of.
�' 2 06 5
USE 1 - 4„ DISTRIBUTION LINE JN 3 RECHARGER UNITS ' �, <-
J
IN A 12'X 26' WASHED STONE TRENCH AS SHOWNIS
.. � W �\
� �V 29874 a l
20 0 20 40
I T r SCALE IN FEET01
'
VIt. 991
SCALE: 1 "_ 20'
I CERTIFY TO THE BEST OF N4Y KNOWLEDGE THAT THE PROPOSED FOUNDATION SHOWN IS Septic Design
IN COMPLIANCE WITH LOCAL ZOINING BY-LAWS (WITH RESPECT-TO SETBACK REQUIREMENTS
At #90 Flume Avenue
ONLY) AND DOES NOT FALL W17FHIN A SPECIAL FLOOD HAZARD AREA. '
Marstons Mills, Massachusetts
THIS PLAN IS NOT TO BE RECORDED OR USED TO ESTABLISH PROPERTY LINES.
PREPARED FOR
(2JERD PROFESSIONAL NAND SURVEYOR DATE
BAYSIDE BUILDING CO.
TITLE
Sanitary Disposal System
J.K. HOLMGREN ASSOCIATESINC.
TYPICAL SYSTEM PR 9FILE
Finished Grade = 65'f 5011. LOGS DATE: 11-19-99 .
-r ENGINEER : BOARD OF REALTH AGENT
--��z NOT TO SCALE �. . Stephen A. Willson,P.E. Donna Miorandi, Barns. Health Dept. BAXTER, NYE & HOLMGREN INC.
ProProposed Top of CONSTRUCT ACCESS
P MANHOLE OVER INLET
Foundation = 65.8' TO TANK TO AT LEAST TEST PIT 1 TEST PIT 2 Registered Professional
WITHIN 6" FINISH GRADE
G.S.E. = 61.5' P- 9 5 6 2 G.S.E. = 65.5' Engineers and Land Surveyors
SHED GRADE OVER TANK = 64'.+ FINISHED GRADE OVER D. BOX = 65't
sr �- FINISHED GRADE OVER LEACHING TRENCH = i6 0 11011 O „ ,> 812 Main Street OsterVllle Ma. 0265
FINISHED
-1 r� --x,� 1 h-�-' °�-.•.f,.;.`�' 7 f , , 5
2» 4„ Phone - (508) 428-9131 Fax - (508) 428-3750
I 4' SCH. 40 PVC FIRST,2'_ (TO BE LEVEL) 12" (min) Cover
TYPICAL) — mm. 4>' SCH. 40 PVC
6` (min.) _ QLY (min) 36" (max) Cover "Ap" SANDY LOAM "'Ap„ SANDY LOAM
PVC or 4" SCH 40 PVC 10 YR. 4/4
10 YR. 4/4 20 0 20 40
Proposed Io` Cl tees ` • GAS BAFFLE s'sump 6" 12"
p
Finished 2"Layer 1/8"to 1/2"
Peastone LEACHING CHAMBERS
Basement
SCALE IN FEET
Floor = 575 ♦. . Slope = 0.005 (min ) „ „
Reinforced Concrete 6" CRUSHED
B SANDY LOAM "B" SANDY LOAM
STONE BASE 4" PVC 24" 1 OYR 5/6 30" 1 OYR 5/6 "
FOOTING O O O O 0 O O O O O 0 0 SCALE 1 20'
O • O O O O • O O • O DATE: 11/30/99
• • • OO O • O • O O O
"C" MEDIUM SAND "C 1 MEDIUM SAND
REV. DATE. REMARKS
1 OYR. 614 ;: 1 OYR. 6/6
Col
BOTTOM ELEV. = 58.9' 132» 68„
NO WATER EN000NITERED ,,C2" MEDIUM SAND
1500 GALLON SEPTIC TANK DISTRIBUTION BOX
1-�.6' PERC @ — 48"
TO BE INSTALLED ON A LEVEL STABLE BASE RATE= 2 MIN/IN! 16YR. ,7�3
TO BE INSTALLED ON A LEVEL STABLE BASE - + DR4WING NUMBER
Adjusted Groundwater Elevation = 41.3' Lot 13 132'
SEPTIC TANK TO BE INSPECTED & CLEANED ANNUALLY -
LEACHING FIELD WITH INFILTRATORS H: Drawin S On 'Holm ren2_nt' 997 97012
—2
97012SEPTIC
N LEGEND ZONES M POND
Design Schedule ELEVATION Leaching Area Requirements
EXISTING PROPOSED
RESIDENCE F TOP OF FOUNDATION 65.8'
---- -- - ----- Edge of Pavement 3 BEDROOMS AT 110 GPD/BEDROOM = 330 GPD
MINIMUMS
Sewer Pie s = .. OCUS FINISHED BASEMENT FLOOR 58.1'
P FRONT SETBACK 30' BUN
Water Pie w _
»BOGSs: `::>: ANA FINISHED GARAGE FLOOR 64.0'
P SIDE SETBACKS = 10 (BY SPECIAL PERMIT WAIVER) F
•-----•-�--•••-•-• ----=--_- Drain Pipe M p,ot,1D ADDITIONAL 507 FOR GARBAGE DISPOSAL N.A.
REAR SETBACK = 10 SEWER INVERT AT FOUNDATION 62.0'
Gas Pie -------------
G D =
P PERC RATE 2 1 MIN. INCH CLASS 1
Manhole Cover
� SEWER INVERT INTO SEPTIC TANK 61.8 / / ( )
• SEWER INVERT OUT OF SEPTIC TANK 61.5'
Catch Basin LTAR = 0.74 GPD/S.F.
r, Water Gate N IVER'' << >s:sus>:: s >: n SEWER INVERT INTO DISTRIBUTION BOX 61.3'
� .. Light Pole SEWER INVERT OUT OF DISTRIBUTION BOX 61.1'
Utility Pole -•- �O MIN. LEACHING AREA OF S.A.S.
Contours 200 �09 SEWER INVERT INTO LEACHING SYSTEM 60.9'
Spot Grade 200.0 BOTTOM OF LEACHING TRENCH 58.9' 330 GPD/ 0.74 GPD/S.F. = 446 S.F. MIN.
Test Pit WATER TABLE 41.3'
PROPOSED SYSTEM SIDEWALL (12+26)(2)(2) = 152 S.F.
LOCUS MAP BOTTOM 12' X 26' = 312 S.F.
/ SCALE 1 - 2,000'
TOTAL = 464 S.F.
ASSESSORS
MAP 61
PARCEL 10-2
GENERAL NOTES
ALL SYSTEM COMPONENTS SHALL BE INSTALLED IN ACCORDANCE WITH
TITLE V OF THE STATE SANITARY CODE DATED
MARCH 31, 1995 & ANY LOCAL RULES APPLICABLE.
r ' " ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING
LOT 2 1-1.5 WASHED STONE
BY THE DESIGNING ENGINEER.
(�•Y � _ "•g�'S •• r" ,�� 22292f SQ. FT. ; . • .�.;, � 12'
1 15 - 1� ;' %� 0.51f ACRES WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING,
� l fib,,_,.-• • S/��5• J� / �r ;' '� �'�:�:.'� �� �'- NOTIFY THE ENGINEER & BOARD OF HEALTH AGENT
, ��• • %� %� ;;• � 26' � FOR INSPECTION.
o 1 '2 o o r �, ,r' PLAN OF LEACH CHAMBERS FOUNDATION ELEVATION MUST BE CHECKED WHEN COMPLETED.
F f i NO SCALE
• - --�-,`�� ry°j ``' R` M 'f THESE ELEVATIONS MUST NOT BE CHANGED WITHOUT WRITTEN
qi R ` APPROVAL BY THE DESIGNING ENGINEER.
/� b�f ` l y E= N'S M I L,C S R I V R -
�`' ` ;w 0 R KL. M ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" PVC.
6� i 12'
_ FINISHED GRADE
EXCAVATE AND REPLACE ALL UNSUITABLE MATERIAL SURROUNDING
36"MAX.- 12M SIN. /j\\/�j�/��/j������j`\ �� ���� ��� COMPACTED FILL SURROUNDING THE LEACHING FIELD FOR A DISTANCE OF 5', PER
..... ..................... ............_ .... ...........
2 a. PEASTONE 310 CMR 15.255.
f . { a •' 3/4 TO 1 1/2
o oQq I CK 'vs LOT 1 30.5" .. :; •: DOUBLE PRIMARY BENCHMARK N.G.V.D.
wI OPO'EO of 1 4 WASHED STONE PROJECT BENCHMARK : TOP OF SPINDLE HYDRANT 11106 TP #1�a 1' N " EL. 71.0 OF FLUME AVE.
EFFECTIVE DEPTH 4 PERFORATED PVC
/ z 1 fir I
POpOSEO
to f' G GARAGE \ SECTION
ao pp�WN LOCATION OF UNDERGROUND UTILITIES ARE APPROXIMATE AND
``� ' r pROpOSEO �.; • 1 NO SCALE SHOULD BE VERIFIED IN THE FIELD BY THE APPROPRIATE
UTILITY COMPANY PRIOR TO ANY CONSTRUCTION.
45.6'
o ; pROpOS�O�-
\ Z Z TANK r 0. �c
,gOX' RESER� 1 LEACH SYSTEM WITH INFIl.TRATOR DESIGN �.AN OF MA
s� 00
'cr �S\"'• LEof
ACHING 3 $ 8�04'58� W ALL PIPES TO BE SCHEDULE 40 PVC �� EPHEN yti�
b
0�\o-\ \> • �-� CHAMgERs `� ' USE 1 4" DISTRIBUTION LINE IN 3 RECHARGER UNITS
s �� u� �' 09. 9g
\ IN A 12'X 26' WASHED STONE TRENCH AS SHOWN 2 Etus N
CZ � 0 9 is zver4
,yso �'•" ,IFS ,,, �°`"/, � f o
\K
Aj
I CERTIFY TO THE BEST OF MY KNOWLEDGE THAT THE PROPOSED FOUNDATION SHOWN IS Septic Design
1 IN COMPLIANCE WITH LOCAL ZONING BY-LAWS (WITH RESPECT TO SETBACK REQUIREMENTS At #90 Flume Avenue
ONLY) AND DOES NOT FALL WITHIN A SPECIAL FLOOD HAZARD AREA.
r` Marstons Mills, Massachusetts
20 0 20 40
THIS PLAN IS NOT TO BE RECORDED OR USED TO ESTABLISH PROPERTY LINES.
f, SCALE IN FEET PREPARED FOR
SCALE: 1"= 20' RE STERED ROFESSIONAL LAND SURVEYOR DATE
Bayside Building Co.
TITLE
TYPICAL SYSTEM PROFILE J.K. HOLMGREN & ASSOCIATES INC. Sanitary Disposal System
Finished Grade = 65't SOIL LOGS DATE: 11-19-99
ENGINEER: BOARD OF HEALTH AGENT:
CONSTRUCT ACCESS NOT TO SCALE Stephen A. Willson,P.E. Donna Miom di, Bams. Health Dept. BAXTER, NYE & HOLMGREN INC.
Proposed Top of MANHOLE OVER INLET
Foundation = 65.8' TO TANK TO AT LEAST TEST PIT 1 TEST PIT 2 Registered Professional
WITHIN s• FINISH GRADE G.S.E. 61.5' P-9 5 6 2 G.S.E. = 65.5'
FINISHED GRADE OVER TANK = 64't Engineers and Land Surveyors
FINISHED GRADE OVER D. BOX = 65'f
FINISHED GRADE LEACHING TRENCH
.:k'",-,c--"i..-l;yl,.x.;•__.T;Ll t;"_:l:"':i;.:":"j�-ii L. 6_-! )1 1) Y> 71
OVER = 65'f 0
0 0 0 812 Maul Street, Osterville,Ma. 02655
4" SCH. 40 PVC R. � FIRST 2' (TO BE LEVEL) 2" 4"
Phone- (508)428-9131 Fax-(508)428-3750
(TYPICAL) .. 4" SCH. 40 PVC 12" (min) Cover
6•�"11" oL2- �„u„1 36" (max) Cover "Ap" SANDY LOAM "Ap" SANDY LOAM
,o• CI tees 4" SCH .40 PVC 10 YR. 4/4
Proposed GAS aWFLE 6'sump 6" 12" 10 YR. 4/4 20 0 20 40
Finished 2"Layer 1/8"to 1/2"
Basement Peastone LEACHING CHAMBERS
Floor = 57.5' '
' �'! ' Slope = 0.005 (min ) B SANDY LOAM B SANDY LOAM SCALE IN FEET
Reinforced Concrete
6• CRUSHED » » » »
FOOTING STONE easE 4" PVC O O O 24" 1 OYR 5/6 30" 1 OYR 5/6
SCALE: 1"= 20' DATE: 11/30/99
• • O
"C" MEDIUM SAND "Cl " MEDIUM SAND
IOYR. 6/4 1OYR. 6/6 R� DATE. REMARKS
BOTTOM ELEV. = 58.9' 132" 68" 1. 5 15 02 END. & SEPTIC LOC.
NO WATER ENCOUNTERED
1500 GALLON SEPTIC TANK DISTRIBUTION BOX 17 6` PERC @ - 48" "C2" MEDIUM SAND
TO BE INSTALLED ON A LEVEL STABLE BASE TO BE INSTALLED ON A LEVEL STABLE B Adjusted Groundwater Elevation 41.3 (Lot BASE Adjusted
1 3) RATE= < 2 MIN/IN 132' 16YR. 7/3 DRAWING NUMBER
_
LEACHING FIELD HA 1997\701 2\LOT2 97C) 1 RevHse.dwq
97012-2