HomeMy WebLinkAbout0171 FLUME AVENUE - Health 171 FLUME kWy►C,MARSTONS MILLS
A = 061 013 006
TOWN OF BARNSTABLE
LOCATION �� �� ``'�` '�� SEWAGE # q 5^ 4 6
ASSESSOR'S MAP&LOT l — 0
INSTALLER'S NAME&PHONE NO. ROY ��•�^►'"� //�onr�rE^ 3 i9 may¢7[F
SEPTIC TANK CAPACITY /SZ 0 �,""e
LEACHING FACILITY: (type) (size) /2 ,'� -1j /
NO.OF BEDROOMS 4
BUELDER OR OWNER
PERMITDATE: �0�'/A 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 hing faci 'ty) , Feet
Furnished by G
o ..
lo
No. � Fee O®
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes'
1 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
Zipphration for Mtopozal 6potem Construction J)ermit
Application for a Pernut to Construct(<)Repair( )Upgrade( )Abandon( ) Complete System ❑Individual Components
Location Address of Lot No O� �, , �.0�� ���. Owner's Name,Address and Tel.No. ']°�`1 10 O
IY7 ! �� 71 SAYS IDe Bul e-3IN & C—O a INC
Assessor's Ma /Pazcel MAP 1 PA f CE r
P.D. BOX 95 CeN TC—KV 1U.-E MA, QR0Q
Installer's Name,Address,and Tel.No. Q tvw Designer's Name,Address and Tel.No. 4 a '— 13 1
ZZ ?417V BAX Ye K AN> N YE, 1W G.
A j x t2_ ,w $12 MAI,iV STi. PS`jEKVILLE MAA)Rdo5
Type of Building: !C=b U"�
Dwelling No.of Bedrooms Lot Size A� 173 sq. ft. Garbage Grinder(NO)
Other Type of Building No. of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow 110 6oP.Po/iaAr th o gallons per day. Calculated daily flow 0 gallons.
Plan Date 0 :t7 - q 8 Number of sheets O N Revision Date 0 7� �1 9 q
Title C.P. P P LOT ' ' FLUME AVENUE _
i
Size of Septic Tank 1!iOO GALLONS ----Type of S.A.S.LEkHIIVG CNAM MKS Ia)CaG Xa HI
Description of Soil PLEASE KEFE 9, -ro SOIL- LOGS ®tJ PLANS,
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 Certifi-
cate of Compliance has been issued=:;��ZA6^
Signed Date Z '�Zo
Application Approved by Date
Application Disapproved forte fo owing reasons
Permit No. Date Issued
{4 No — ?x4t Fee
. . �� THE COMMONWEALTH,OF MASSACHUSETTS Entered in computer:
t; Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLEs MASSACHUSETTS
jDiq;PogaY *p..gtem Construction permit '
Application for a Perrmwo Construct(x)Repair( )Upgrade( )Abandon( ) Complete System .❑Individual Components
Location Address or Lot No OT IS � F V ME AVE. Owner's Name,Address and Tel.No. 771--1 D L'O
' ` i� 4 /71 BAYSiDE- BUILIIN6 eo• INC .
Assessor's MapI1(7,arcel M AP b1 fiA f« . F.D. SO)( 95, C EN TERVpLL.E NIA. Oo1L3a
Installer's Name,Address,and Tel.No. 3 Gy' n(� I Designer's Name,Address and Tel.No. 4o-1 8"- q 13 1
l 'j �/ BAX`re K AND NYE/ Im G.
y C 4TF_ n Iku $la MAIN 3"r- OSTERVILL - MAA(pS
Type of Building: �a ^z-
Dwelling No.of Bedrooms Lot Size arP l 73 sq. ft. . Garbage Grinder#40)
Other Type of Building (.UDV � No.of:Fersbns L . i t ' Showers( ) Cafeteria( )
Other Fixtures
Design Flow 1.10 6.P. Ir M. gallons per day. Calculated daily flow 330 gallons. a
Plan Date Number of sheets O N E Revision Date G 7'-1`F
Title P. LOT J3 . FLUME AVEWYER
Size of Septic Tank 1Jr GA�L.L.0NS Type of S.A.S.LEAcHlNG CHAMBERSAXaG/XaHr.
Description of Soil PLEASE REFER Tc 301L.. LOGS ON PL-ANS.
Nature of Repairs or Alterations(Answer when applicable)
Date last inspected:
t 1 -
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 Certifi-
cate of Compliance has been issued b is Board of He th.
Signed „n+ e'- �► Date u u
Application Approved by l Date 7� Se- 2 ri
`Application Disapproved for ge fol owing reasons
i
-zs
Permit No. Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance-
THIS IS TO CE TIFY,that the On-site Sewage Disposal System Constructed( Repaired( )Upgraded( )
Abandoned( )by t14 y C A 7E/Z IP 0
at J-7) -P11.vKy dt,-f.. , J41. —04&4 has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. _! dated
Installer Designer
The issuanc this a 't shall not be construedl as a guarantee that the s will function as de ig ed.
Date / Inspector
{
1
---------------------------------------
No. Fee !�
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS
e
30igozal *pztem Con.5truction Permit
Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( )
System located at I ?I E_Adz hie -241
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 ermit.
Date: 2 c Approved by
f ti
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u'-I" SECOND FLOOR PLAN
241-c' SCALE: I/d' - I'-0'
———————————————————-
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BEAM POCKET L J BEAM POCKS \ \
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--- N " FULL BASEMEN r --iq n "- a , I
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FOUN_DTION
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2A'-V W-01 T-G' 'JT-O'
�r—
TOWN OF BARNSTABLE
/
LOCATION
�/ F�u�.H�� ✓� SEWAGE..#
�� _ 4 6
VILLAGE /
ASSESSOR'S MAP &LOT--('
INSTALLER'S NAME&PHONE NO. Roy 0g��") "`) ///°" E 35s 74
SEPTIC TANK CAPACITY /`S6 0 ;"0'
j LEACHING FACILITY: (type) }t�`e.'a�� i. (size)
NO.OF BEDROOMS '
j BUILDER OR OWNER
��, 17" S •�ci �v✓ c�U i nrL
j PERMITDATE: A� ou 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 Feet
on site or within 200 feet of leaching facility)
Edge of Wetland.and.Leaching Facility(If any wetlands exist Feet
within 300 feet of liaching faci 'ty) / ,
Furnished by
� rG
i
Sr '
O
0
Town 0111"111.111sigliulC r rr
llepartment of nenith,Safe(y,nod Environmental Services
Public Health Division
36 i `!ct,kymutis i013 AAG
Vw
ruaxtrteotu Fee I'd.
►urn � Time 0 �(,�-
Date Scheduled
Soil
'l Srcitabilit Assessfifeld.fol' ►Selvage as
Performed By: 2- ' �,�
Whnessed By: ��i
LOCATION & 'C EIIA INFORMATION::: r
owner'SNAMe Indian Lakes Dev. r.
Location Address
Lot 13 Flume Ave AddressP.0. Box 95
M,AA, Centerville, Ma. 0263
Engineer's Name
Assessor'sMnp/Parcel: Map 61 Pcl . 10 (Part) Baxter & Nye Inc.
X REPAIR Telephonefl 428-9131
N['sW CONSTRUCTION O
n Slopes(%) Surface Stones
Land Use 'I 6 vvr aT It"��
t'l.oa R Possible Wet Area ��n Drinking Water Well Svo R
Distances from: open Water Body
P — R
Drainage Way�—n Pro erty Line Il other
SKETCH:(Street name,dimensions of lot,cxnct locations of test holes&perc tests,locate ivellnnds in proximity to holes)
t4
'p 114 EFSVKT�N 186.61 'tl
87.00' y
Q
IPT 13++2
ft.
sq. o
26,173 ►ri
cc M
S �
S81'44'27"E
l2
r--
56� lu
Pnrenl material(geologic) t� _ Depth to Bedrock
�2 q
9 r,
— 4Yccping from Pit I'nce
Uepih to Groundwater, Slmuling Walcr in I tole:: —
��rr
Estirnatc(15cnsonal I ligh Groundwater �__—•— -----
lll IC' ;It11'I1N/�'1'I.ON projt s A8f NAL 1116M 1r►'A`I'F.l; 't't`a13)<.1 `
Method Uscd: Ucplh to soil rnolgcs;
�✓Ll fi rr --- in.
Ucpth Observed-slnn(ling in obs.hale: ---'-� -__-
in.
Ucpth to weeping horn siderolls.hole: ---__—'- _—. -_ _iu. (itound(vnlcr Adjustment _— -'-__.--n•
C ��••,, n
IIIdC%WCII N/[ 7Sj •Itffl(IIII�Dale: 7� ludcx 14'ell Icvcl A-6,Z3 A(Ij.C( for—l'7'° Adj.Groundwnle(L,evcl JI, .
II;IZ{:0I,,�'J`Xt9N )').:; ,:;.. <;`; 1id(e:.� 9.3 iirec_I0 ,ra.�.
Observation ) + 'I ime at 9" _
I ole p - —
�'r — r 'rime st G"
I)cptlt of I'crc __ _�_�-.-
N... r.�....nk'I'Ims(!� U'�'=A]�� � �Q"�(J�� 'IIrne(9"•Ci')
R.ntch4in./lnch -_— Via q-yt�tlq
Site Suitability Assessment: Silc I'asscd ��_ Site 1'ailcd: Additional•I•csling Nccdcd(YIN).---
Original: Public health Division Observation llole Dala To Be Completed on !tacit-----�
Copy: Applicant
'I _
NMI
I)IEI''OBS.EItVA'C IONIIOLC LdG hole# 1
Dcpilt from Soil I lorizon �(USDA)
il Texture 'Soil Cobr Soil Other
°'^ v Surfaces(in.) (Munsell) Mottling (Structure,Stones,Roulderes.
Consistency.o
P
• y •� �' ' ' K1 V S
Z o �0<
Sa as Iu YR-51 d
�,,'�," gj � Srd�19 to ►� '��
(,oAtStf Sat• n.t(� ��[� (o EL,
DEEP OBSERVATION MOLE LOG 11010# '1— `
Depth from Soil Ilorizon Soil"texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes.
%
..........L
UEr O?3SCRVATION IIOLC LO( . Dole#:
Dcpth from Soil Ilorizon Soil*texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes.
DLCP
t OBSERVATION
VATION HOLE LOG 1101e#
Dcp1h from Soil I lorizon Soil Texture Soil Color Soil other
Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Doulderes.
e
Flood insurance Rate Man:
Above 500 year flood boundary No_ Yes
Within 500 year boundary No_'�/Yes
Within 100 year flood boundary No r/ Yes
D�h �f 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? �- E
if not, what is the depth of naturally occurring pervious material?
�grt(ficallon � v
1 certify that on-M _ t9q (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was perfo nsistent with
ed y me co
the required training, expertise and experience described in 310 CMR 15.017. C) �
a
t
i
MITM
4 TOTAL UNITS 1 STARTER,1 END, & 2 INTERMEDIATES. \✓ 87-00,
1- THIS PARCEL IS NOT LOCATED IN THE FLOOD PLAIN. '
330S TYP. 3301 330E .,i' _ -
2. THERE ARE NO WETLANDS LOCATED WITHIN 100' OF THIS LOCUS. 6.zs6.zsa.4 PR�gJJy ^ .` ,pppp�/r1 1
1-1.5' WASHED STONE �� AVJ� EASE, L O i 4
3. REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL �� ENT r
WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT
MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED _
ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. ' : "' :::= :'' + �% 87 p%``! N�5 t o $ %
100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED' MIN �'61
BY ENGINEER..,FOR COMPLIANCE PRIOR TO PLACING ON SITE. � —� l PROP. '� ,rJ �X '
F°E+> 07 IiAI�€ DiV Ali.
4. LOCATION OF UTILITIES NOT SHOWN ON THIS PLAN, AT LEAST 72 HOURS � `
PRIOR TO ANY EXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE NO SCALE TIP n 1 � ; MANSION !
THE REQUIRED NOTIFICATION TO DIG SAFE (1-888-344-7233) AND APPROPRIATE 5z / a, O AREA
WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. 57 4`'',
GAR. TP m
_ " �#2 Li
12'
DEMON D ® FlNISHED GRADE _ t - W W ` O J ✓' r'(. W `
W (r -1
I 36"MAX.- 12'MIN./
COMPACTED RLL <+ ' QO R? a 4! O Q
SINGLE FAMILY— 4 BEDROOMS • N
2 L \ -- ----- PEASTONE � O � I � J( O
NO GARBAGE GRINDERNO
Z M Y' Sri
• DAILY FLOW = 110 X 4 = 440 G.P.D. 30I5• 3/4' TO t 1/2 �p
•t<' DOUBLE �!' / � / ( Z
SEPTIC TANK 44 X 200% = 880 WASHED STONE �
USE 1500 GAL. SEPTIC TANK �' ,-4LO
0
Lli6� LCIALAi�iCT DEMI N MWWN FG, 52 ( T .13
CILY
R iHI1RG� 33DR OR RQUIVAIRAI'l' NO SCALE ! 'F �'204.40' .II
26,1'73 sq.ft.
ALL PIPES TO BE SCHEDULE 40. P-VC PERFORATED S81'4¢4'27"E
WITH CAPPED ENDS
USE 1 — 4" DISTRIBUTION LINE IN 4 RECHARGER UNITS I CERTIFY THAT THE PROPOSED FOUNDATION
IN A 12'X 35' WASHED STONE TRENCH AS SHOWN COMPLIES WITH THE TOWN OF BARNSTABLE SIDELINE
LEACHING AREA REQUIRED AND SETBACK REQUIREMENTS AND IS NOT LOCATED
I
440 G.P.D./.74 = 595 S.F. WITHIN THE F -00 AIN t
2(35 + 12) X 2 = 188 S.F. SIDEWALL AREA DATE: b-�-�✓d® R.L.S.
, j
(12 X 35) = 420 S.F. BOTTOM .AREA THIS PLAN IS NOT BAS ON AN INSTRUMENT SURVEY AND
608 S.F. TOTAL PROVIDED THE OFFSETS SH OT BE USED TO DETERMINE LOT LINES.
PERCOLATION RATE 1"IN 2'OR LESS 8/14/98 SCALE; 1"= 40' /��
SOIL CLASS 1 TEST ROLE
ti :`,•4 ' ■re� SLOT PLAN
BAXTER & NYE INC. CATI�N
d --
COVERS LOCATED TO WITHIN /{P-9215 LOT 13 FLUME AVENUE
s" OF F.G. = MARSTONS MILLS
F.G.= 53't 1 PIT #0 HUMUS 51.0' PIT #OEHUMUS 52.5' = DAMTOF = 53.0 \ F.G.-53't -2" _2" } G[v[4
\ F.G•-53' A LOAMY SAND A LOAMY SAND 1
REV. 3 FEB. 02, 2000
INV. - LEVEL . >,
1500 GAL. 4"DIAMETER 2' _ B—3*
LOAMY SAND B LOAMY SAND
51.0 INV- _ SEPTIC TANK sCHEDutE LEACHING CHAMBERS �� HERRING RUN AT INDIAN LAKES
50.8 INV. = DIST. aD P.V.C.
50.6 INV. -50.4 BOX l -4' PERK TEST
INV. =50.2 INV- -50.0 SUBDIVISION #762
10-00' .. ?`: --- ------ �6" STONE BASE�J r
MIN. _I ,- ASSESSORS MAP 61, PARCEL 10
BOTTOM ELEV. EL =48.0 Cl COARSE Cl COARSE _
41 1.ADJUSTED G.W. SAND SAND BAXTER NYE & HOLMGREN INC.
ELEV. = 41.3' 10YR.6/4 10YR.6/4
^.1 _ ;LAND SURVEYORS ,CIVIL ENGINEERS
-5' ;`-5' OSTERVILLE,MASS.
PWFW
1 OBSERVED WATER '_ C2 COARSE SAND 1+ G2 COARSE SAND j_; •��T��•�
ELEV. = 40.3 __ 1 OYR.7/6 10YR.7/6 lidl LIL L�JI�S
NO SCALE ,
ELEV. = 40.0' ELEV. 41:5' BAYSIDE BUILDING CO. INC.
'�- S #97012TYP