HomeMy WebLinkAbout0012 GALLAGHER LANE - Health 12 Gallagher, Lane
_ Marstons Mills
A 012,006 005 '
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r TOWN OF PARNSTABLE
LOCATION SEWAGE #�����
VILLAGE ASSESSOR'S MAP LOT Lot 6
{
INSTALLER'S NAME&PHONE NO. I -V.1 (d Nosj��;I?
SEPPTII TA LAMA00 nN 10 no tw 14-1,
Hl4h('
LEACHING FACILITY: (type (size)
J M Al
NO.OF BEDROOMS
BUILDER OR OiWNER em �C'Scuf - -
PERMITDATE:1 ®—t5,in 1 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
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+ 0 �
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24 s-3Os 7 -�—72 r
to
No. ��03 THE �OMMONWE�ALTH OF MASSACHUSETTS FEE
BOARD OF HEALTH 4,1C
APPLICATION FOR DJSPOSAL SYSTEM CONSTRUCTION PERMIT
Application for a Permit to Construct ( epair ( ) Upgrade ( ) Abandon ( ) - [:]Complete System ❑Individual Components
tion 1 Owner' Na e
Gc Z � doh ^"�®✓� � ri
Map/ cel# Ad ress
09 771
/� ,Telep on C/
` ,yl t �r's am� ry p�/� 's NZ
o � u " m r
Address
Nor Telephone#F Telephone#
Type of Building: -Ln Cf Lot Size `7l Sq.feet
Dwelling—No.of Bedr ms __Y Garbage Grinder
Other—Type of Building No.of persons Showers �---};-Eafeteria�—}
Other fixtures
Design Flow(min.requir d) gpd Calculated design flow��, gpd Design flow provided��gpd
Plan: Dat ber of sheets �^ Revision Date
Title .f v Z
Description of Soil(s) gn - ¢,')
Soil Evaluator Form No. Name of Soil Evaluat r W _cele, Date of Evaluation / O
DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of
TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed _T' Date `
Ins9p6ct�ons 4Q /2-
fP
FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
.r J
rNO. d�/r+sr U3 THE�CO.MMONW tA✓LTbH` OF'MASSAC.HUS:ETTS - FEE / l(//)
B� 'D O F HE A °:TH C -
� r O F
APPLICATION SPOSAL SYSTEM CONSTRUCTION PERMIT
� FOR D
ti 1
Application for a Permir.to Cons M of ( Repair ( ' ) Upgrade ( ) Abandon ( ) ❑Complete System ❑Individual Components
00,
L U.! Owner' Na e
Lc. Z 40 b� ^ o S 61 P Grr�r/ _
L_ Map reel#
Qn _ '."k. W r. V G Telephon t �t�
�� t lrs ��� !w Mry�] n/ J l�esig r' me
((l !l !T� L / G LiJ G4
dfEs �!► ddress 23
Telephone# Telephone#'
Type of Building: I i Lot Size Sq.feet
Dwelling—No.of Bedr oms 3 Garbage Grinder (---j—
Other—Type of Building —' No.of persons Showers {---)-, 6afeteria^-(fir;'
Other fixtures — R
Design Flow(min.requir d) gpd Calculated design flowg_S b gpd Design flow provided��gpd
Plan: Date l u ber of sheets Revision Date �-'-7-----
Title fi K /2 ri ✓ Z �
Description of Soil(s) 0 ...L-54 I) Or- c_Pv1aso) G U
Soil Evaluator Form No. 94, O Name of Soil.Evajua-tor.: e a 4. Date of Evaluation
i DESCRIPTION OF REPAIRS OR ALTERATIONS
The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of
TITLE 5 and further agrees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health.
Signed ,( l o- -T' Date 6 S
Insect ons \ �✓. J //..lor -
F
FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96
No. 2905' Y03 THE COMMONWEALTH OF MASSACHU SETTS FEE IJv
"f Rg CAA ko- BOARD OF HEALTH
CERTIFICATE OF COMPLIANCE _
Description of'Work: ❑. Individual Component(s) Nrcomplete System
The undersi ned hereby certify that the Sewage Disposal System;Constructed'(,Repaired( ),Upgraded( ),Abandoned( )
by: l a
at VP IneAf y0x,114i)
has been installed ordance with t{te provisions.of 31 Cyo��
R 15.00 (Title 5) and the approved design plans/as-built
plans relating to a lication No. dvS-�d3 dated �6 pp g (gp )
Approved Design Flow 2 !> d
Installer
�.� ,la�p
Designer: � ,r V Inspecto N Date V )r?
The issuance of this certificate shall not be construed as a guarantee that the system will function as designed.
FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96
No. U�5' 03 THE COMMONWEALTH OF MASSACHUSETTS FEE
IiT� Hc�P BOARD OF HEALTH-
DISPOSAL SYSTEM CONSTRUCTION PERMIT
Permission is hereby granted to Construct '�/') Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage
disposal system at '� �n A a✓�� . T 1 //�, of/ Jtn_A_eAe f �h,t//! as described
in the application for Disposal System Construction Permit No. dated
Provided: Co struction shall be completed within three,y ars of the date of this pe m' 1 local co ditionsPPmuust be met.
Date I L Board of Health
t
FOfR
2 - DSCP DEP APPROVED FORM 5/96
FO255 (-REV 5/9 H&W HOBBSBWARRENTM PUBLISHERS- BOST•N
FROM CLIFFORD FAX NO. : 15083984248 Aug. 11 2005 07:20AM P8
T-NV7ROTEC11 LABORATORIES,INC,
` MA CERT.NO..M-MA 063
8 jan Scbastian Dr- Unit#12
Sandwich, MA 01563
(508)888-640 1-800-339-6460
FAX(508)889 6446"
CLIENT: Fred Clifford Well Drilling LOCATION: Lot
ADDRESS: PO Box 430 allagher Ln
So Yarmouth MA Marstons Mills MA
COLLECTED BY: Fred Clifford Well Drilling SAMPLE DATE: 6/26/2005
SAMPLE TIME: N/A
WATER.SAMPLE TYPE: Existing Well DATE RECEIVED: 6/27/2005
LAB I.D. M 0506700
WELL SPECS.: NIA
RESULTS OF ANALYSIS:
Parameters Units Recommended Results Method Date Analyzed
Limits
Coliform bacteria 1100mi 0 0 9222 B 6/27/2005
pH pH units 6.5-8.5 5.58 4500 H+ 6/27/2005
Conductance umhos/cm 500 132 120.1 6/27/2005
Nitrate-N mg/L 10.0 4.16 300.0 6/27/2005
Nitrite-N mg/L 1.00 <0.004 300.0 6/27/2005
`$ Sodium mg/L 20"0 10.9 200.7 6/27/2006
Iron mg/L 0.3 <0.1 200.7 6/27/2005
Manganese mg/L 0.05 0.016 200.7 6/27/2006
COMMENTS: Low pH indicates high corrosive characteristics.
WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES
FOR PARAMETERS TESTED.
<= Less than
>=Greater than
TNTC=Too numerous to count
Date di
ald J5Di
L boratoctor
FROM CLIFFORD FAX NO.. : 15083984Z48 Mar. 07 2001 01:26PM P6
EA%7ROTEC . AOORA71OM4INC.
MAC.>ArT.NO.:MAuof
440 Roe.130
Sandwfch, MA 0290
508(888~) 1-800-33"4,60
FAX($08)888-6446
CLIENT: Fred Clifford LOCATION: , Ilagher Lane
Lot 6
ADDRESS: PO Box 430 ons Mills, MA
S.Yarmouth, L4A 02684
COLLECTED BY: Fred Clifford SAMPLE DATE: 2121/2001
SAMPLE TIME: 1.300M
WATER SAMPLE TYPE: New Well DATE RECEY{WED: 212IJ2001
LAB LD Ik 0102221
WELL SPECS.: NA
RESULTS OF ANALYSIS:
Parameters Unftr: Recommended Re wfltic Method DM*Analyzed
Llmfts
Colffoim baetede /100m1 0 0 92228 221/2001
Of pH units 6.5-8.5 5.69 4600 H+ 2/21/2001
Condwftnee umhos/cm 500 137 120.1 2/21/2001
Nmrat" . mg/L 10.0 4.37 300.0 2/21/2001
Nitro" mg/L 1.00 <0.003 300,0 2/21/2001
Sodium mg/L 28.0 10.9 200.7 2/22/2001
Iron mg/L 0.3 <0.005 200.7 21=001
Ma Snfte mg/L 0.05 <0,001 200.7 222/2001
Volatile Organlcs
Chloroform u9/L 100 1.1 EPA 524.2 2/26/01
COMMENTS: Low pH indicates high corrosive characteristics.
WATER MEETS EPA STANDARDS AND IS SUITABLE FOR DRINKING PURPOSES
FOR PARAMETERS TESTED.
<=less than
>-greater than R nald J.Siki
TNTC=too numerous to count Labomtory Mclor
A,p 1
FROM CLIFFORD FAX NO. 1508398424E Mar. 07 2001 01:26PM P7
"u,,u61% unuu; at.u1•tes I-HA NU. e8l 4019998 Mar. 01 2001 04:36PM F5
CERTIFICATE OF AlN•AZ..,'YSIS Pngr.: a
LAPUCK LABORATORIES, INC,
or Pre eml Par: Report Down: o1J01/21►0►
t',nvlrnteeli L:Ihgrstorler;,lne. Owl. Number:_ (.,016t3439
Ron Saari
449 Rfe. 130
Sltlulwich, Ma 92563
abarrt rv�,�lU>31` 0168539-02 p t.ntpG, dtnghar L,rae,1fD111Z2t1
p iLWq►h„p 1.�1Jsr>L
Callecua by: Colaulm. cnllect4�1:
Recolml.
02/ /20111
Test Parameters ES
ITCH
MIMNLI
1-Au:OrBaetas
i 11181c ND ppb ► I:rA 5241 02
/zcnoo I
EPA 524.2- Volatile Organicx by Gclv.S
1F.M 'C 1 - UNITS _Mhl, _M04gd es
LAB:otgaII&S law
1,1,1,2=retrachloroethane ND ppb 03 UPA524,2 OZ/2612001
1,1,1-Trichlaroothane ND ppb 0.5 11PA 524,2 O2n6/2001
_14,24-Tetrachloruethane ND pab 015 KPA s24.2 (12/26n001 _
1,14-Trichlorocthanc ND ppb I►.5 EPA 924.2 02/202001
1,1-NeWorethune ND pph 0•i VA 5241 r►2tumco1
171-nicbluroethene ND ppb o.$ RPA 524.2 02/2&2001
A,1-Dlchluropropena ND ppb o.s u11A 524.2 02/26/21x►1
13,34'riehlorobeniene ND ppb o.5 HPA 524.2 oz/?�/21N11
1,2,3•Trkh1ur6prupA,ie ND Opt, 0.5
TWA 524.2 02P_(d2t101., ..
1,24-Trichlarobenzene ND ppb 0.5 til'A 524•2 air�nr:onl
1,2,4-Trintethylbenzene ND pph c►.5 arJA s?a 1 03/10061
14-01hromu-3-Chloroprupa' ND imb os EPA$24.7 Inm2W2001
42-Dibromoethane(RD10 ND pph 015 4PA s24-2 (I'V1.0001
!,Z-DlchMronenxat�c ND pph 0.5 hPA asa.z 02/4612001
1,2•DlohMrnetheno ND 1)1* 0s NPA 124.2 o2Pt6/21Io1
1,2-Dlrhluropropone ND 00 0.5 I:PA 524.2 021arn001
1,3,S-TritnetbY1beniene ND anb 0.5 ITA$24.2 0-v2r0-n1►I
1,3-Dlcblorooenzene ND ppb 0.5 KnA.524.z oxn-6�too-►--__
1„3-01chloroprapene ND ppb 0.5 RA y24: p91 '?4 d ;
1.4-lJichlornhrn:crne ND ;
npb o.s � 1 o2/z6/a
hNA 5.4.2 ` 401
e; �vpq i tt71'
4 j
FROM CLIFFORD •,FAX NO. 15083984248 Mar. 07 2001 01:26PM P8
�u, ,erg 1•HX NU. Adl 40i99ge filar, 01
. _ 2002 04:36PM F6
CERTIFICATE OF ANA:LYRS Page., s
LAPUCX LABORATORIES, INC.
.�kJdfdii. Preenred Fnr: 1610or•t »„taU: 0:1/01rlg01
�uvlrotech>i.zln,rutnt�ie�l,lnc.
Rou Saari nrtler N M!)e,.. L01695iy
449 Rte. 130
Sandwich, Ms 02563
1 (llBLOPy L 0168539-02
now-imig., l.,ali►6. �alla�ger•t,iu►u,N11111:221
SqO►ple M: ilB�Hallu¢I.r�asl�or
collo¢tod by, (:,rtmmur• ('Mtocrud;
2,2-Diahtoropropane ND nrn OVIV2001
r,s 2-C,111orotoloone ND ppo 0 t!hA s2a.: 0212612001
CiPA 524.2 U3fUnfIQ!
' 4•Chlorotolumne NDPPb o.s
fiPA$24.2 U2/WIWI
�Yfgapropyltoluena, ND ppt, u,s
13a3treene
I01A>24.2 02W2001
PPb 0.5 CPA.134.2 b/2
a?rtoU1
liro�nohenzene ND ND ppb 0.;
EPA 514.2 021-2Ar4nnl
Hromochlorotmethane ND ppb a's
W.rA$24.2 03/2612001
Bromodichlornethane ND Plk 0.8 ,
el A s24.2 02/26/2001
OromofOrni ND Pph o,s
r.PA s24,3 02n6i2001
Rromomethane ND Prb 0.5 LPA sea 2
021201)n 1
CorhouTetrechlorlde ND ppb 0.5 RPA 524.2
m-I2G/2001
Chloratrmnzene ND par+ U.s . F.PA 324.: ,
0.,/26rEtm l
Chlorocth6ne ND ppb 0.5
EPA s2a,2 nznanoo►
Chloroform 1,1
1'I'b U,' EPA 124.7 03126/2001
Chlorofmothane ND
hab U•s 1?Pn 524.2 11:/2000►
QN-14-Dieblorethene ND apn 0.5 FPA 524.2 ,
o_rZb/zonl
cis-1,3-Dlchloropropone ND I,nb G.$ nPA 524.2
hlhromochloromethone ND ppb 0.3 "• ' .
DibromomothAne ND ppb 0.5
IiPA S24.a If�(rf3001
Dlchlorodifluoromethuae ND ppb 0.3
IiPA 5:4,2 0?I26I2U01
EthylbCnzenc ND Pab 0.5 EPA 524.2
U2l26N_ool
IiexAehloral►aatad1e11C N'1) pnn o.s
CPA$24.2 nZ/ZO/ZOOt
Ysoprapylbenxa:nu ND PPh o.i EPA 5241
0znw2U01
McthyloneChlorldo ND ppb 0s
P.Pn 524.2 02/20001
o-IYutylbonzone ND ppb 0A CPA 52141 -
.4RlJg L
n-Prupylhenxone ND a,an o.s % 2.'13 74:TI
CPA 124.2
Naphthalene ND nob 0.3 �
GPA$:4.2 ���ETB/1001 t9
see.Butylboozone Np NPb n.s ;
1I A 124.T i 2/2t 001 =y _Q O
7 i.S7 m
FROM CLIFFORD FAX NO,. : 15083904248 Mar. 07 2001 01:27PM P9
r KLA•1 LdPUCK LdbordLor i eS 1•NX NU, (L-11 4141'�IVIIU Mir. 01 21d1 1d4:.iWM P7
CERTIFICATE OF ANALYSIS Page, s
LAPUCK LABORA''1.'O.RTFSt INC.
8990"PURIM _Fol': 1ttivort b4god: 03/01/20ol
Envirotech L,aboratorics.lite. Ordor N t her' L0168m
Ron Saari
449 loo. 130
Sandwich. Ma 02563
Lxbouto.ry m K: 0169539-02 INtegam, L6IN6 :auoplwl I.al►u,n0102221
,�111pIQ 4� aMnHilllll Ln nrR,h^°
Culloctadt
COIIlCt011 (ryt CYItf11rIV�
n��lv�►: o���znnl
StyrRtle ND pph t,.s NPA 524.2 M612001
tart-litttylben�rne Nil
Ply o,s r•,rn sza.2 02/36nl>,1I
Totrachlorotlthevie ND ppb 0.5 PPA S24? 02126aOuI
Tolueno ND ppb 0.5 LiPA 524.2 o2/ moo►
bane-I,2-01014roethene ND 10 015 F;PA 524.2 02/26/2001
trans-1,3-Vichluroprt►pone ND I+ph 0.5 EPA 124? 02410121ul
Trichloroethene ND pub 0.5 IWA 324.2 osrtnool
Trlchlorotiuorombtholle ND ppb 0.5 uPA S24.2 0212W OM
VInyIC'hlorldo NO pph 0.5 N•I'A 524.2 0246/2401
Xylene NO ppb 0.5 PPA$24.2
(17121>�lun l
7,9
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Town of Barnstable
�TME Services
Regulatory
Thomas F. Geiler,Director
" Public Health Division
� zbs� ��
McKean,Director� Thomas M ,
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Designer Certification Form
Date:
Design
er:er: hol i n Installer: 1
I IVIit
Address:
Address: _
n N
nn�I mm V
was issued a permit to install a
On IV
(date) (ins ler)
septic system at_Vc En- -based-oi a design-drawn by
104,
/"S4 . .P dress) '
L /1
a �
IA
dated
(designer)
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.
I certify that the septic system referenced above was installed with major changes (i.e.
greater than 10' literal relocation of the SAS or any vertical relocation of any component
of the septic s)%em)but in accordance with State & Local Regulations. Plan revision or
certified as- uilt by designer to follow.
// �Ptit�OF lbtgss9C
IL
�1,NOFA9q DAVID tiG
Z/4
DAVID 0= C. WUUN
THULIN 0 -No.39403
er's Signature) �N.v997so y `'..
(Designer's Signature) (Affix Designer's Stamp Here)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. -CERTIFICAT
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:Health/Septic/Designer Certification Form
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Parcel ID Owner Name House Number Street Name
012006005 HOUSING ASSISTANCE CORP 12 GALLAGHER LANE
012006001 HOUSING ASSISTANCE CORP 15 GALLAGHER LANE
012006004 HOUSING ASSISTANCE CORP 34 GALLAGHER LANE
012006002 HOUSING ASSISTANCE CORP 35 GALLAGHER LANE
012006003 HOUSING ASSISTANCE CORP 40 GALLAGHER LANE
Website Developed and Maintained internally by the Town of Barnstable
Information Systems Department
Town Hall-367 Main Street- Hyannis,MA-02601 -508-862-4000
http://www.town.bamstable.ma.us/tob02/dnetO5/assessingdnet/Assessbegin.aspx 8/10/2005
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Town of Barnstable
Sol; Board of Health
200 Main Street,Hyannis MA 02601
Office: 508-862-4644 Susan G.Rask,PLS.
FAX: 508-790-6304 Sumner Kaufman,MSPH
Wayne Miller,M.D.
July 18, 2005
Mr. Frederic B. Presbrey
Housing Assistance Corporation
460 West Main Street
Hyannis, MA 02601
Gallo her Lane Deyelo ment/A royal to Construct Tnd>vadual Se tic'Systems
Dear Mr. Presbrey,.
You are granted permission to construct seven individual onsite sewage disposal systems
at Gallagher Lane, off of Wakeby Road, in Marstons Mills.
This development has been delayed for approximately four years because of a land court
dispute. Just before construction was about to commence in 2001, a title dispute
surfaced, forcing the property into land court and bringing all construction to a halt.
Then later in December of 2001,the Board of Health adopted a Regulation which allows
the Board to require shared innovative/alternative nitrogen reduction systems for any
developments exceeding 1650 gallons per day. Although this development is estimated
to exceed 2,300 gallons per day, each three bedroom home will be set on a full acre of
land.
Affordable housing projects at other sites initiated in recent years have been forced to
have significantly higher density because,with the higher prices for land today,
developers simply cannot afford to do anything else.
This permission is granted because this proposal complies with State and local
wastewater discharge nitrogen loading limitation regulations currently in effect. It is the
opinion of this Board that the proposed development should not significantly alter the
quality of the groundwater in this area.
Sinc ely your iller,A.D.
Chair
i
r
c•
0 ' •� Q�
k
July 7, 2005
rk
Thomas A. McKean
Cod Director, Health Division o
Town of Barnstable
200 Main Street
v Hyannis, MA 02601
Dear Direc r McKean:
e In 1998, Housing Assistance Corporation(HAC)responded to an RFP issued by the
Barnstable Housing Authority (BHA)to develop affordable housing on property they
owned on Wakeby Road in Marston Mills. According to a memorandum of
• understanding between the BHA and HAC,the town would develop the infrastructure for
o the project, including creating the subdivision plan,putting in the road and laying the
conduit for the utilities. The town has completed most of this work. The land was then
sold to RAC to build much needed affordable housing. Just before construction was
about to commence in 2001, a title dispute surfaced, forcing the property into land court
and bringing all construction to a halt. Y
r
C3 .
In November 2004, after nearly four years of delay and considerable legal expense,the
case cleared land court strongly in our favor and we were free to begin. Unfortunately,
most of the funding sources that had originally committed to supporting this project were
no longer able to do so. As a result, we have spent the last six months coming up with a
way to pay for these homes while still making them affordable to first-home buyers who
are not able to afford homes in the current Cape Cod real estate climate. Four of the
homes will be sold to families earning 80% of the area median income (AMI) or less and
three will be sold to families earning between 80%and 110% of AMI. In order to
purchase an average priced home on Cape Cod in 2005, a family must earn almost
$90,000,which is nearly 140%of AMI. We are hoping to provide home ownership
opportunities for the workforce of Cape Cod,people who work at the grocery store and
wait on tables; nurses' aides, secretaries, teachers and police officers.
The homes are modest three bedrooms, each set on an acre because they are in a
groundwater overlay district. This was consistent with zoning at the time the subdivision
was created by Steve Seymour of the Town of Barnstable's Engineering Department,
d before Article XIII was in effect. Affordable housing projects initiated now are forced to
• have significantly higher density because we simply cannot afford to do anything
different.
e
I
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www.haconcapecod.org
In order to comply with Article XIII, we would need to start from scratch. The town
would have to re-engineer the subdivision plan in order to make space for the processing
plant. Easements would have to be created and equipment installed resulting in undoing
much of the infrastructure work that has already been completed,not to mention
considerable legal work required to preserve everyone's rights. Three foundations that
currently exist may have to be repositioned. The homeowners would be required to carry
the cost of yearly monitoring and maintenance. All of this would add considerable cost
to a project that is already operating on a shoestring budget. It would render it
impossible.
We would like the opportunity to discuss this situation at your next Board of Health
meeting on July 12. We know this is very last minute, but every day of delay costs
hundreds of dollars that we cannot afford if we are going to keep these homes affordable.
Please contact Gisele Gauthier at 508-364-8041 with information on time and location.
HAC has spent 30 years trying to do the right Thing, help people find safe, decent and
affordable housing. We hope the Town of Barnstable Board of Health Department will
help us.
Sincerel ,
• / 4. 1L..
/Frederic B. Presbrey
Executive Director
66o O�Sdj
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��� 3 6 7 . 7.2 l�
oFTHe TOWN OF BARNSTABLE
OFFICE OF
Baa39T1BL BOARD OF HEALTH
6..30. �0a
�o mnY 367 MAIN STREET
HYANNIS, MASS. 02601
May 15, 2000
Mr. Robert Stahley RE: Definitive plan of land in Marston Mills
Chairman, Planning Board Petitioner: Barnstable Housing Authority
Barnstable Town Hall Assessor's Map 012, Parcel 006
Hyannis, MA 02601 Engineer: Down Cape Engineering, Inc.
Date: March 20, 2000
Dear Mr. Stahley:
The Board of Health has reviewed the definitive subdivision plan in Marstons Mills and
makes the following recommendations:
Each septic system shall be located within the prescribed boundaries of each individual
lot.
The developer must submit a copy of a master plan to the Board showing the locations
of the proposed wells, and existing septic systems throughout the subdivision prior to
issuance of any building permits.
Building permits will not be approved by the Board of Health on individual lots until the
well is installed and certification submitted as to the bacteriological and mineral content
of the water by a,State Approved Laboratory. ,The water must meet all of the standards
established by the Safe Drinking Act 1974, revised 1986 and all the standards of the
Board of Health's Private Well Regulation effective June 1, 1989.
The developer shall have recorded on the deed that no variances from Title 5, minimum
Requirements for the Subsurface Disposal of' Sanitary Sewage, and the Town of
Barnstable Health Regulations will be granted on any lot in this subdivision.
�Jr
nG/� P�•-vH .
All tree stumps, brush and building debris removed when clearing lots or roads must be
disposed of at a licensed solid waste disposal facility. Chipping brush and tree stumps is
an acceptable alternative. Burial on site is prohibited.
The applicant must receive and Order of Conditions from the Conservation Commission,
if applicable.
The Board of Health recommends that all drainage be contained on site at each lot.
The entire subdivision is located in a groundwater protection (GP) district. No more than
23 bedrooms are authorized in this entire subdivision. Therefore Lots 4 and 5 are
restricted to 4 bedrooms, and the other lots are restricted to only 3 bedrooms.
Prior to Board of Health approval of each building permit, the sewage system and water
supply .must conform to 310 CMR 15.00, the State Environmental Code, Title 5, and
Town Health Regulations.
Very truly yours,
usan G. Ras R.S.
Ralph . urphy, M D.
2�
Sumner Kaufman, MSPH
Board of Health
Town of Barnstable
SGR/bcs
cc: Barnstable Housing Authority
Town of Barnstable Engineering Division
Town Clerk
Health Department
Centerville/Osterville/MM Fire District
Conservation Commission
� 3
■
i ,
Town of Barnstable P#
Department of Health,Safety,and Environmental Services
THE ' Public Health Division Date
�. 367 Main Street,Hyannis MA 02601 i
S BAnxsrABLK
ArEo� ��� Date Scheduled -�� Time Fee Pd. 4
Soil Suitability Assessment for Sewage Disposa
Performed By: z,26AJ 46 Witnessed By: /
LO+CTIQ.N & GENERA L INFOR1VIi�ION
Location Address Owner's Name
Address
Assessor's Map/Parcel: `7 Engineer's Name /411 V e. 'J
NEW CONSTRUCTION REPAIR Telephone
i
Land Use �Q@[ / Slopes(%) I`3 Surface Stones A/[lN
Distances from: Open Water Body ft Possible Wet Area—Ad N �3 Drinking Water Well
r
Drainage Way ft Property Line qO It Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
La-7
fir\
qo
Parent material(geologic) [?► VU uia-A Depth to Bedrock 3,0
Depth to Groundwater: Standing Water in Holey Vo Al'�— Weeping from Pit Face
Estimated Seasonal High Groundwater /tie— ����
l `I'l✓tNA'TIOI�iOl2;SASCINALH7CtTA ' ti'TPT� .... ..
— ......:
.
Method Used:
Depth Observed standing-in obs.hole. 4141Ain. 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
...
p�RCOLAT�ON TEST Aatc Time
...... ..:::.;.
Observation ' 7�
Hole# Time at 9"
�1
Depth of Perc I��y, Time at 6"
Start Pre-soak Time @ ` - t/ Time(9"-V)
End Pre-soak 1019
Rate Min./Inch
Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N)
Original: Public Health Division Observation Hole Data To Be Completed on Back j
Copy: Applicant
DEEP OBSERVATION HOT,E LOB Hole
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
C n i tent ° Gravel)
�GY1"?-/
— 5 lUY/L3�
S-7 /Oyg
7..4
DEEF OBSERVATION HALE LOG Hole
J
....... ......... ...�...: -.. .-........:
..:. .. .. ... :: ::::
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
_ Consistency.° Gael
/dYX 3/z
x
6Yr7-/
.
DEEP OB: RVATION HOLE LOG Hoae ..
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency °oGravel)
I
I
.
TJ►JEEP OBSERVATION HOLE LOG Hole
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.
Consistency.° Gravel)
d i!
4,4
Flood Insurance Rate Man:
V
Above 500 year flood boundary No— Yes
Within 500 year boundary No— Yes
Within 100 year flood boundary No_ Yes
Depth of Naturally Occurring Pervious Material
— t i
Does at least four feet of naturally occurring pervious material exis"t in all areas observed throughout the
area proposed for the soil absorption system?
_ e
If riot,what is the depth of naturally occurring pervious material?
,Certification
I certify that on _(date)I have passed the soil evaluator examination approved by the
Department of Enviro`nmerltal Protection and that the above analysis was performed by me consistent with
the required training, expertise and experience described in 310 CMR 15.017.
Signature Date �'� to/
No.!-9 � S
THE COMMONWEALTH OF MASSACHUSETTS
BOARDF HEM H
.. ..
Appliratinn -fear Biipuiitt1 Workii Towitrur#ion Vane t
' Application is hereby-made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal
System at:
�p 6 .!� ..,_/_
i L do�Addr s r L No.
ner At
....P / Aa•-•-•-
In a Address
;�
U 'Type of Building Size Lot.... _4..4/0.59 Sq. feet
Dwelling—No. of Bedrooms..._.._................................Expansion Attic ( ) Garbage Grinder (.1/o
aOther—Type of Building ----------------------_--- No. of persons............................ Showers ( ) — Cafeteria ( )
a Othe xtures .._.. -----------------------------------------------------------------•------------------------• ----•• --•-----•--•---.._..........
--
_
W Design' Flow........ 40-------------------------gallons per person per day. Total daily flow......... .11 --____-______---..-._-_gallons.
WSeptic Tank—Liquid capacity/OG0gallons Length................ Width................ Diameter................. Depth._-.____._..---
x Disposal Trench—No. .................... Width............._, T ength.................... Total leaching arca....................sq. ft.
DiameterfG�B < De th belo mle ________________ Tot l le chin trea_..___.___.___.__sc it.
Seepage Pit No............... p g t 1
z Other Distribution box ( ) Dosing tank ( ) ;) •e�CA, , 4 • 7
a Percolation Test-Results Performed by---------- .............................................................. Date........................
7 It-..-----
Test Pit No. 1................minutes per inch Depth of Test Pit-------------------- Depth to ground water.._. _..__.-_-_-.-. .
44 Test Pit No. 2................minutes per inch Depth of Test Pit._._____-..-________ Depth t ground wat r........................
I 3�,
Description of Soil �it �.�i.�.t
^ '' -k4 dui Irk------- dt 1� .--
W ..........................----------------------------------------------------------------------------------------
-----------------Nature of Repairs or Alterations—Answer when applicable................................................................................................
-------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------
Agreement:
The undersigned agrees to install the aforedescribed Individual Sewage -sposal System in accordance witli
the provisions of Article XI of the State Sanitary Co — The undersigned fu h agrees not to place the system in
operation until a Certificate of Compliance has bee t s y bo d o
Si ed-------- ---•• , �- G '%�"7�
. ... --••• ---------------------------------- ---..a----...---7-........
// Date
Application Approved By----- -- --- ---------
---•-----•------ ••.L..... -----------------
Date
Application Disapproved for the following reasons: ----------------------------------------------------------------------------•-•--....•---••-•-
/ Date
Permit No......................................................... Issued... `1- �7
Date y.
-- - -- --- ----------------------------------
x -U
34
No....................... FEs.-...�. ..-
THE CONfMmNVEALTH OF MASSACHUSETTS
BOARD F HEAD
, fir a i,an -fur Ui,ipuii� l orkii Towitrnrtiou rrntit
Application is hereby'made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal`
System at
w� ,Q' `
:_ ��-
• � 5. N°, '
'j ;" caner w1f. Ad
--•---- •••-••........ ............ •------ -- •----------
7 Installer Address ,,rr��
Q Type of Buildingl Size Lot_..��_.16�+4_444�Sq. feet
Dwelling—No. of Bedrooms _, _-__ ___Expansion Attic (, ) Garbage Grinder (JR!�
Other=T e of Building.'.__._--------------- No- of er sons._______-___ °__.. Showers Cafeteria
Q Othex.fi ures
W Design Flow -. ,,rr��,____ ____ gallons per,person per day Total daily flow ,____ _----------------------gallons.
Septic "1'.nl.-Liquid'cap tcity-��gallo;1.1ns Length______ _______ Width:__ lltatneter------... ...__ Depth-_-:
xDisposal Trench No. _______________ W td h ��ngth Total leaching area _--____________ sq. ft.`
Seepage. Pit No Diameter ' Depth belo inletTot 1 leaching are�l___ __________sq. it.'
( tterDastribution box Dosin tank "
77
z ( ) g ( )
Percolation Test Results Performed by --` ___ __ ________________ ______-__________ Date___ _---:-_
Test `Pit No. l_______________minutes per inch Depth of Test Pit __.Depth to..ground water- --__-____-
Test Pit No. 2________________minutes
ypp per inch Depth of Test Pit--------------------- Depth to ground water __-.-_:_-
O -----------
es t on of..S 1 ----- ----- I � ;' °
., ' ! d
`. U Nature of Repairs or Alterations—Answer when. applicable -___ -_____ --____ `
' ----- ----° . . ............................................ ------ ----- ----------------- ------- -
Agreement
The undersigned`agrees to install the nforedescribed Individuals Sewage` posal Syst& in accordance with
the provisions.of Article XI`of the State Sanitary-Co =The undersigned. r i agrees not to place the system in,
operation until a Certificate of Comphar�ce has bee; t u o o e
�
n<
t s� ed
k •. . Date
Application A roved B ! - ___ __________ �✓ 6l PP PPs Y--- �--- L�
Date
Application Disapproved for.tlie.following reasons:---_-77
___:______............................................................._________
--•---•••"•"••______________________•-------•------ ---------•---•--•------ ----- ------------------------------------ ------ - ------ ------
a a -
` .. Permit No..................... ----- Issued------�---- �r'-"--��-r-•-.............-•
Date
31
. � THE COMMONWEALTH OF MASSACHUSETTS
BOARD O HEALTH -
OF.......V.. ..... ..........................................
J _
. 'Trrtffiratr of f llmp iat rr
IS IS T CERTIFY That the Individual Sewage Disposal System• constructed '(Repaired ( . )
by
( Y;f.
at ` � s41rf` F-� - -----•._.•-------
/ f-- '------- -------- - -- -a licatton for Dis osal Works.Construction Permit No._ tate Sanitary Code-'as described in thePP P P -._._. dated---�--`-'�--'�--'-�-�-------------hasleen installed in accordance with the rovisions of Aof The S
THE JSSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE
SYSTEM WILL FUNCTION SATISFACTORY. �
_. DATE r� � 7� Inspector -------............................................
THE COMMONWEALTH OF MASSACHUSETTS h
BOARD HEALTH ` '
1-- �..................'---'- ---- / �-1J
.... .. .OF..-......... /
No................... -• FFE./5..................
:a
Permission. is hereby granted - d l-�`------ ------ - ..................................................
"to Cons; ct ) or Re it ( ) a Individual Se ag�Disp sa System
(mot
at No-- _-. -
�- Street .
as shown on the application for Disposal Works Construction P it No. r_______=f"Dafed__/.. _:2.K____
�.
r' - ---- --- ------___
Board of Health f,
-' DATE--- -3_._;-- ' � •
FARM 125,5 HOBBS &�WARREN,. INC.. PUBLISHERS •� fiCSf�'' - '
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DATE v 1l.
aE�ls�rs ta.l�r� 5u�.v�Yoes
THIS VLAN IS UOT E5A.-SEA Ow AN OSTE�LVtLt.E o LASS•
I� lNs'T"QtIME�•tT SUQVc.�( �TNE_ OFG'S�rS S��owt.a APPLI CAi..,►T -y.,�,
�Ib`1' BS USMO TO Dm TEQMi�� LnT Ll We-5 �t� LSE ��V L--
(umcr& ATM) 4 HIGH CAPACITY INFILTRATORS LIMIT OF UNSUITABLE SOIL REMOVAL V)
7low On m 6' W/3.5' STONE AROUND AND 14" STONE UNDER Q_ N 0i
_ F -- SAS-RESERVE_-- 59 9' o N
I I I
n 1500 GALLON; SEPTIC TANK I i 00 N °^°
Pon Ron porn ° Z = 00
INSPECTION PORT HIGH CAPACITY H-20 INFILTRATOR CHAMBER O I I O O
Oi I -0 J Q
MOUND FOR PROPER DRAINAGE ESTATTUSH VEGETATIVE COVER ° co -- ---------------- r-I to X
ull
TOPSOIL 2-MIN 1/4'to 1/Y DOUBLE WASHm STONE\ - e'MIN..NON-TRAFFIC AREAS / r
�'
12' WN.. H-10 LOAD AREAS 32.0'
x
NATIVE
"=3 .v.:i`-4 S'L ,aM?' / m `' 1 Q _V
Lo
BACKFILL I_ 5.0 C)
Y eA/sE AGGW-� 4 % / J Q C
UNDISTURBED I. DOL4 ES WASHM',; s p<..a µ. � UNDISTURBED �_ 00
FJIRTHEARTH
PROPOSED / -'
NOTE HOUSE > ►- Oho
Q ._- <
4'-11' LENGTH OF TRENCH VARIES SEE
SEPTIC SYSTEL SECTION
O CV W C)
9'-10'
INFILTRATOR TRENCH DETAIL DRAINAGE
NOT TO SCALE SEPTIC SYSTEM DIMENSIONI DETAIL EASEMENT
i
SEPTIC SYSTEM DESIGN DATA GENERAL NOTES
SEWAGE FLOW ESTIMATE 4. THE LOCATIONS OF UNDERGROUND UTILITIES SHOWN ON 6. REMOVE ALL UNSUITABLE SOIL, OeA AND B HORIZONS
1. ALL MATERIALS AND CONSTRUCTION METHODS SHALL THIS PLAN ARE APPROXIMATE. AT LEAST 72 HOURS PRIOR FROM WITHIN FIVE FEET LATERALLY AND UNDER THE
SOURCE UNITS GPD/UNIT QTY GPD COMMENT CONFORM TO THE PROVISIONS OF THE COMMONWEALTH OF TO ANY EXCAVATION FOR THIS PROJECT WORK, THE PROPOSED SOIL ABSORPTION SYSTEM AND REPLACE WITH
BEDROOM 110 3 330 310 CMR 15.02 13 MASSACHUSETTS ENVIRONMENTAL CODE TITLE V. CONTRACTOR SHALL MAKE THE REQUIRED NOTIFICATION TO CLEAN SAND MEETING THE REQUIREMENTS OF 310CMR
SINGLE FAMILY RESIDENCE ( ) DIG SAFE (1-888-344-7233)FOR VERIFICATION OF 15.255.
2. EXCEPT AS OTHERWISE NOTED, ALL PROPOSED SEPTIC LOCATIONS.
TOTAL ESTIMATED PEAK DAY FLOW 330 GPD - NO GARBAGE GRINDER SYSTEM PIPING SHALL BE 4" DIA. SCIA40 PVC SET TO THE 7. WATER SUPPLY FOR THIS LOT IS A PRIVATE WELL
SEPTIC TANK LINE AND INVERT ELEVATIONS SHOWN. THE MINIMUM PITCH 5. CONSTRUCTION OF THE SEPTIC SYSTEM SHOWN ON THIS INSTALLED IN THE LOCATION SHOWN. THE LOCATIONS OF
• OF PIPES CARRYING SEWAGE OR SEPTIC TANK EFFLUENT PLAN IS SUBJECT TO THE INSPECTION OF THE TOWN OF WELLS ON ADJACENT LOTS ARE FROM BEST AVAILABLE DATA. V)SHALL BE i/STH INCH PER FOOT IF NOT OTHERWISE NOTED. BARNSTABLE HEALTH DEPARTMENT AND THE DESIGN THE PROPOSED SEPTIC SYSTEM IS TO BE LOCATED AT LEAST Z
TOTAL FLOW X DET. TIME = 330 GPD X 2.0 DAYS = 660 USE 1500 GALLON TANK ENGINEER. NO PART OF THE SEPTIC SYSTEM SHALL BE 150 FEET FROM EXISTING PRIVATE WATER SUPPLY WELLS. O_
3. PRIOR TO CONSTRUCTION OF THE SEPTIC SYSTEM BACKFILLED OR MADE INACCESSIBLE UNTIL INSPECTED AND
DEPICTED ON THIS PLAN, THE CONTRACTOR SHALL OBTAIN A APPROVED BY THE HEALTH AGENT. THE CONTRACTOR V)
DISPOSAL WORKS CONSTRUCTION PERMIT FORM THE TOWN OF SHALL SCHEDULE INSPECTIONS AS REQUIRED. >
LiSOIL ABSORPTION SYSTEM BARNSTABLE HEALTH DEPARTMENT.
CHAMBER GALLERY LEACHING AREA CAPACITY
U)
NO. LEN WIDTH DEPTH SIDE BOTTOM SIDE BOTTOM TOTAL O- OW
(ft) (ft) (ft) (sf) (sf) (gpd) (gpd) (gpd) I- V) O o In
1 1 32 1 9.8 1 2.0 1 1 167 1 315 1 124 1 233 1 357
O 0 O Z ) to C
PERCOLATION RATE: 2.0 MIN./IN. LEACHING RATE: (GPD/SF) SIDE - 0.74 BOTTOM - 0.74 > mQ M O
UJ m .. J
TOP FOUNDATION 101.50 SOIL TEST DATA J Q Z
W
Q 1' (n O
o U o twit 3
FINISH GRADE
10o1-1 DATE: 2/1/02 - 9930
EXCAVATOR: WRT Li }
RES. RISER T WITHIN 6" OF FIN. GRADE B.O.H. AGENT: GLEN HARRINGTON Z o<
ENGINEER: ARNE OJALA
:
EXISTING GRADE LOCATION TP-1 LOCATION: TP2 Q
- _ ,. zo x
ui
94. 3 - - - - - - - - _ ELEV. DEPTH peA - SILT LOAM F SAND _j ~
ELEV. DEPTH 94 9 0.0 / m ¢ '
95 gg 33 OeA - SILT LOAM/ F SAND 94.5 0.4 Z/�/ ¢ m Z)to
94.59 93.9 S.4 94.3 .0.6 BI - LOAMY SAND JUG In D-�cv
94 08 N -- =Y '€$ - 93.7 0.6 B1 - LOAMY SAND 62 - LOAMY SAND D- . 1 z�O Q o
if, i_mTOP EFF. DEPTH 93.15 82 - LOAMY SAND 92.1 2.8 W ■ a w c)IL a
s4'c 4"vim Y 91.6 2.8 ~Z mwwN
_o'0ae C - M/C SAND & GR C - M/C SAND & GR N!^ N5 v.Q x
90 90.1 4.2 PERC 2 MIN./IN p _j V¢w j
-0.020 W Q ]Q< o
BOX 4 H-2 HIGH CAPACITY INFILTRATOR BOT EFF. DEPTH 91.15 N
1500 GA LON OJ V)V)N _j
SEPTIC ANK W/3.5' ST NE AROUND A D 14" STONE NDER d Z¢¢Qa<
INLET INVER O�
10" BELOWW/OUTLE TEE OUTL T TEE REMOVE UNSUITA LE SOIL O OJ F- O f
LIQUID LEVE BAFF E 14" BELOW AND REPLACE W/C EAN SAND ` 0_Q In 0 Of In
LIQUI LEVEL -- ---- -- - - a ¢ z a
85 - 84.9 10.0 D w W
84.3 10.0 BOTTOM O<
32.0' BOTTOM NO GROUNDWATER
NO GROUNDWATER �J o W
13.4' 4.9' 3.5'
80 .�
-10 0 10 20 30 40 50 60 11 70 80 .
05-016
SHEET
SECTION THRU SEPTIC SYSTEM _ OF
,, EET 2' OF .2
I
u 00
Cn
CO
90
Lij
7.
99 - — — — \ \ \ \ \ LOT �` _ t ,; l 3; o � C� X
96
in
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LOT 5 �`98 \ \\ \ \. \\ \\ \ \\ w \ �cb \` — t'a. . ��2 �' "*ra5fer,e I rz� V O o
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9 _ \ \ \ \ \ \ \ / y ^a ' �' f M om► $ ti�`� 0 N W CD
CO
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'29 00 \ \ ASSESSORS MAP 12 PARCEL 006-005 _
PLAN REF: PLAN BOOK 558 PAGE 56
3 PLAN DATE: APRIL 14, 2000
LOT 6
\ 9
\ 0�l O \ \ 9 J \ 0 \ \ \ \ \ DATE OF SURVEY: JUNE 1, 2005 N
LEGEND W
EXISTING CONTOUR
\ \ D SAS RESERV� / o- w
PROPOSED CONTOUR �- vi o o a
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EXG. TREE/SHRUB LINE � a � Q N 1pci ;o
9g I X 50.0 EXISTING SPOT ELEVATION L o z J w
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\ S+ \ [50.0] PROPOSED SPOT ELEVATION o = w U a
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UTILITY POLE Q c�
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`� // \ `\\ / � � � �DAVs DAVlDSs9cy EROSION CONTROL �Q N�Noo
y• / \ \ \ �� ,4 C C ja C, 1. AN APRON OF 3/4" CRUSHED STONE 3- IN DEPTH OR 0-
L za a a<
LF L r`-'i 2" OF BITUMINOUS CONCRETE BINDER SHALL BE PLACED O_J O:
3 / — L3 a 1 a AT THE PROPOSED DRIVEWAY WHERE IT JOINS EXISTING �V)
•b6 No.38403 0-Q af z
J .C3 J v PAVEMENT. THE APRON SHALL BE IN PLACE AT THE TIME ¢ N w
OF THE FOUNDATION INSPECTION AND SHALL BE < w
o \ \ �h MAINTAINED UNTIL THE PERMANENT DRIVEWAY SURFACE IS -i
/ / / // \ \� `f�� �/Vps}F{V�C CONSTRUCTED. ALL SOILS, VEGETATION AND j
CONSTRUCION DEBRIS FROM THIS PROJECT SHALL BE ^'
CONFINED TO THE PROJECT SITE DURING CONSTRUCTION. `v o=
40 0 20 40 80 160 PERMANENT SURFACES INCLUDING PAVEMENT, LAWN AND ~
LANDSCAPED AREAS SHALL BE PROTECTED BY PROPER
iiiiiiiiii GRADING, MULCHING OR OTHER CONSTRUCTION AS MAY BE
/PI REQUIRED UNTIL STABILIZATION OF THE SITE IS
( IN FEET ACHIEVED.
05-016
1 inch = 40 ft. SHEET 1 OF 2
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