HomeMy WebLinkAbout0041 ELAINE ROAD - Health 41 BLAINE ROAD, HYANNIS
A=248 - 195
1
TOWN OF BARNSTABLE
LOCATION SEWAGE# ,QO/9— OSS
VILLAGE !f/J ,s ASSESSOR'S MAP&PARCEL
INSTALLER'S NAME&PHONE NO.D X^S/a a-�7_?
SEPTIC TANK CAPACITY 400 LEACHING FACILITY.(type) �/�(� ��j/¢dy/tjF/f(size) J/X l�
NO.OF BEDROOMS
OWNER �4/LGl4S f_ORTiE.
PERMIT DATE: COMPLIANCE DATE: z
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 `��
a . zmz
0
4
a
� a
' � ao ►
0
No. Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
0[ppliLRtioft for Misposal 6pstrut Construction Permit
Application for a Permit to Construct(/e4— Repair( . grade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.�//��j /rf /QO� Owner's Name Address an el.No.
,�
Assessor's Map/Parcel --
Installer's N e Address,and Tel.No.,500<.y2..0 g73Y Designer's Name,Address,and Tel.No.,5 9 5V 0 33f/
✓o.s cp�in'�-.G
�.� 6141wo"e/7`/Vol 1-nW/5rVPi yYI// o `oq4:s' vice
Type of Building:
Dwelling No.of Bedrooms 3 ize sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
Nature of Repairs or Alterations(Answer when applicable)/W_S�/�
.Date last inspected:
Agreement:
The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
Compliance has been issued by this Board of Health.
S' ed L Date
Application Approved by Date
Application Disapproved by Date
for the following reasons
Permit No. f �� Date Issued
�. .
01sa�'>r:'•-'�...-:'ro'..';,o.:aV, .:n��;f..�7„t ,s�c7"a�,+a..:.,.- ' . f .•-. _..A-.rv4:.,ry.w+-�.,..,r,»»r,rc.sn.y„�.r,,.a .. » ,i,.,�.. ,� �, ,..
Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS
appftcation fOr ;DIBpoSal 6pstem Construction 3permit
Application for a Permit to Construct Repair( ):.Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components
Location Address or Lot No.y//��,f i �, Aema Owner's Name,Addresss�r and Tel.No.
Assessor's Map/Parcel Z %,qs'A f
Installer's Name,Address,and Tel.No ,1y2,0 q 7 frk Designer's Name,Address,and Tel.No. ✓ 14 0
17' 1�'�r0115r'hS
Type of Building:
Dwelling No.of Bedrooms, e/ ///go,r�i/)i=54,�/"ize sq.ft. Garbage Grinder( )
Other Type of Building �.No.of Persons Showers( ) Cafeteria( )
Other Fixtures
e f Design Flow(min.required) gpd Design flow provided gpd
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S.
Description of Soil
s
' r Nature of Repairs or Alterations(Answer when applicable)
�.f:'F�/"!�7 r` 11..�r`l�li�f''S 1..//! 7`Gr �/ !-� 7`J%'!"!= ,d'-r�fJ��; •,-�
Date last inspected:
Agreement:
+ ' The undersigned agrees to ensure the construction and maintenance of the afore describeTo site sewage disposal system in
accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of
:r Compliance has been issued by this Board of Health.
' Signed _ f Date t �J
Application Approved by Date
Application Disapproved by Date
for the following reasons
ee ,
Permit No. . / "^'- Date Issued
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE,MASSACHUSETTS
Certificate of Compliance
THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed O Repaired( e)— Upgraded( �-)
Abandoned(. )by,14-cr?Jlo ,s. l .i!'yS
at G/.f / f %Af' � / flr4s�,✓7✓� has been constructed in accordance - r
with the provisions of Title 51and the for Disposal System Construction Permit No. '?—V5.5 dated
Installer/�,5�/?G; C�,C t/ /"i"�l5 Designer dam?/=t/i=+�� �.�ur�±5" 1/1/G17
-
#bedrooms Approved design flow gpd
The issuance of this permit+sh^all/not be construed as a guarantee that the system will f nfcfion ,designed.
Date �/f�,+// Inspector
N -
No. t f 9 ""'055 Fee / V 6
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION -BARNSTABLE,MASSACHUSETTS
Misposal *pstrm Construction 3permit
Permission is hereby granted to Construct( ) Repair O Upgrade O Abandon( )
System located atr�
/
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:Construct^ion us t bf a completed within three years of the date of this pe C
Date ` � t Approved by -----
r i -
Town of Barnstable
Regulatory Services
Richard V. Scali, Interim Director
• RARMA EA •
NAMPublic Health Division
1639.
" Thomas'McKean,Director
200 Main Street,Hyannis,MA 02601
Office: 508-8624644 Fax: 508-790-6304
Installer& Designer Certification Form
Date: a' ILA Sewage Permit# oS S—Assessor's Map\Parcel
Designer: M eill S l n G- Installer: f 5 41c�4 Z)�e_
Address: PO (�U)C k I Address:
MA
a2��37
12,-Z3 was issued a permit to install a
(date) (installer)
septic system at E L A-W& RD ! N s based on a design drawn by
(address)
MV / 4 - dat
ed l�
(designer)
SWS n
I certify that H se epic system referenced above was installed substantially according to
the design, which may include minor approved changes such as lateral relocation of the
distribution box and/or septic tank. Strip out (if required) was inspected and the soils
were found satisfactory.
I certifythat the septic stem referenced above was installed with major changes i.e.
P Y J g
greater than 10' lateral relocation of the SAS or any vertical relocation of any component
of the septic system) but in accordance with State & Local Regulations. Plan revision or
certified as-built by designer to follow. Strip out (if required) was inspected and the soils
were found satisfactory.
I certify that the system referenced above was constructed in compliance with the terms
of the IAA approval letters(if applicable)
F t �OF
� I
( staller's Signature) .
�g
. 1140
(Designer's Signature) (Affix ere)
PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH I ON. CERTIFICATE
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:\Septic\Designer Certification Form Rev 8-14-13.doc
I
i
Town of M-nstable P# �8
' Department of Regulatory Services a
Public Health Division Date
I �I
awe$ 200 Main Stnx4 Hja. nnis MA 02601 ; ,.
VS,
Date Scheduled 1 / Time ` Fee Pd. R` I
oil Suitabili Assessm� ent for Se Disposal
Performed By: Witnessed By:
I
LOCATION&GENERAL INFORMATION
Location Address Owner's Name
5 Address
Assessor's Map"rcel: 0 � Engineer's Name 41 vy,S.)-y, t
NEWCONSiRUt0N REPAIR x Telephone# SV 3b' .::--.33I
Land Use __tom-'�' t PD" f 1 A-L-/ Slopes(96) ! Surface Stones L
Distances from: O Water and > `Xyo ' >
P� Y ft Possible Wet Area ft -Drinking Watt Well ft
Drainage Way ft Prop arty Line >t ft Other g
SKETCH:(street name,dimensiods'of lot.exact locations of test holes&pert tests,locate wetlands in proximity to holes)
1
Se& pra e®Scp( S,_ 4c_w, i
JCS
_ I
1
® I
1
. I
!
I
• I
I
i
!
' I .
1
w 1
i •
!
Parent material(gedlogic) Depth to Bedrock r V
Depth to Groundwater. Standing Water in Hole:' !� I Weeping from Pit Pace
Estimated Seasonal t"igh Groundwater IJ 1 A i
D1' VIIN TION FOR SEASOiAL HIGH WATER TABLE
Method Used: I,,
Depth t:4eXed standing!tn obs.hole: In, Depth 10 aoll tnotdta: In.
Depth toiweeping frmn side of obs.hole: ! in, omundwaa'f Adf usiment ft.
Index Well# Reading Date index Well levdl ! -- Adj.factor Adj.Oroundwater Level
i
1 PERCOLA O N TEST Data Time
Observation
Hole# 71ine at 9"
1
Depth of Perc 36 54
Time at 6"
Start Pre-soak Tim@ e. L � 'lime(9"•6")1
End Pre-soak C
Rate MinAnch !
Site Suitability Assessment Site Passed Site Failed: i Additional Testing Needed(Y/N)_�_
Original:.Public health Division _ Observatioti Hole Data!To Be Completed on Back -
***If percola ji0n test is to be conducted within 100' of wetland,.-you must first notify the
Barnstable C6#servation Division at least one(1) weep prior to beginning.
DEEP OBSERVATION HOLE LOG Hole#
Soil Color Soil Other
Depth from Soil Horizon Soil Texture Mottling (Structure,stones,Boulders.
(USDA) (Munsell)
.Surface(in.) onsis nc %G vel
Upn
(P
2 �
ERVATION HOLE LOG Hole#
DEEP OBS _�C
Soil Other
Depth from Soil Horizon Soil Texture Soil Color Mottling (Structure,Stones,Boulders.
(USDA) (Munsell)
Surface(in.) nsistenc 96 Ora el
.
DEEP OBSERVATION HOLE LOG Hole#lor Soil Other
(
Depth from Soil Horizon Soil Texture SMuoil nsell) Mottling (structure,Stones,Boulders.
Surface(in.) (USDA) ( o sistenc o G vel
DEEP OBSERVATION HOLE LOG Hole#
Soil Other
Depth from Soil Horizon Soil Texture (Munsell) Mottling (Structure,Stones.Boulders.
Surface(in.) (USDA) ( siste
Flood Insurance Rate Map:
.. _. Yes �. .
Above 500 year flooO boundary No
Within 500 year boundary No v. Yes
Within 100 year flood boundary No^ Yes
Depth of Naturally Occurring Pervious Material
Does at least four feet of naturally occurring p v ou material exist,in all areas observed throughout the
area proposed for the soil absorption system?
If not,what is the depth of naturally occurring p rvious material?
Certification q
I certify that on
l� (date)I have passed the soil evaluator examination approved by the
Department of Environ ental Protection and that the above analysis was performed by me consistent with
the required trai ' p7rtiseande tperience described in 3,10 CMR 15.017
Signature
` 1 Date
O:\SEPTIC\PERCFORM.DOC
1HE
GF T
Town of Barnstable
BARLE,CAB .
Mnss Board of Health
9 $
�pT i : Aim P.O. Box 534, Hyannis MA 02601
ED MA'S
Office: 508-862-4644 Susan G.Rask,R.S.
FAX: 508-790-6304 Ralph A.Murphy,M.D.
Sumner Kauffman M.S.P.H.
December 16. 1998
Larry Nickulas
P.O. Box 507
West Barnstable,MA 02668
Dear Mr.Nickulas:
You are granted permission.to construct an onsite sewage disposal system at 41. Elaine Road,
Hyannis. If the applicant decides to construct a three bedroom dwelling,the applicant shall
adhere to the following conditions(1 through 4 below):
1. No more than three(3)bedrooms are authorized. Dens, study rooms, finished attics, sleeping
lofts, and similar-type rooms are considered as bedrooms according to MA Department of
Environmental Protection.
2. The applicant shall record a deed restriction regarding the maximum allowable number of
bedrooms at the County Registry of Deeds.
3. The septic system and alternative technology component proposed shall be installed in strict
accordance with the submitted plans dated December 7, 1998.
4. The wastewater effluent shall be tested on a regular basis in strict accordance with the
provisional use approval requirements of the MA Department of Environmental Protection.
If the applicant decides to construct only a two (2) bedroom dwelling, the applicant shall adhere
to the following two conditions.
1. No more than two (2) bedrooms are authorized. Dens, study rooms, finished attics, sleeping
lofts, and similar-type rooms are considered as bedrooms according to MA Department of
Environmental Protection.
2. The applicant shall record a deed restriction regarding the maximum allowable number of
bedrooms at the County Registry of Deeds.
This permission is granted because it would be unreasonable to approve only a one bedroom
dwelling at this site. There are three and four bedroom homes in the surrounding neighborhoods.
It is the opinion of the Board that the construction of a two bedroom dwelling or a three bedroom
dwelling with an enhanced nitrogen removal system should not significantly alter the quality of
the groundwater in the area.
Sincerely yours,
Susan G. .R k, .S.
Chairman o oard of Health
• BAItMABIA • /
b ,d� Town of Barnstable REC. By"!?
�fDA
Board of Heal , 2 3
367 Main Street, Hyannis �2601
Office: 6
508-790 6265 6I S d.Rack,R S.
FAX: 508-790-6304 s Kaufman,M.S.P.H.
�h .Murphy,M.D.
VARIANCE REQUES a � .� G
LOCATION
Property Address: /� j7 'c '`�`►
Assessor's Map and Parcel Number. Z��� c/ Size ofLot:_
Wetlands Within 300 Ft. Yes Subdivision Name: /�,- _/
No
Business Name:
APPLICANT / CONTACT PERSON
Name: �G�r /^^�v, l �1 ✓% /'' Name: 4 Cf
Address: 7-77 Address: �_ d lTc(Xr - G— 4j,
/,./, Va 6f 0 7
Phone: Phone: -7 G (1 2
FAX: FAX:
VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIAN . .(May attach if more space needed)
,1 /(r Z2�eC•VSt
3 v a-7-1 J
31 G Gam!X
4zzt Uv tAr S j
/Do a
e 1' (to be completed by off ice staff-person receiving variance request application)
Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans)
to," Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting
date at applicant's expense(for Title V and/or local sewage regulation variances only)
/ Full menu submitted (for grease trap variances only)
i/ Variance request application fee collected(.r«roriiregu.rdn,odinwilonreni-Aitt,gre„e,,,•.Hmce men,.,i,t,weo-, na,Konlyj.ou„ide
dining v.ri■n"rmew•Ix(fuse owneNleafee only],and veri•neo to mpair f■iW revvge dlrpor•I ryftemr[only it no expueion to the building prop"m n /
Variance request submitted at least IS days prior to meeting date S'v 4'LLLc` ,
VARIANCE APPROVED Susan G. Rask, R.S.,Chairman f
NOT APPROVED Sumner Kaufman, M.S.P.H.
REASON FOR DISAPPROVAL Ralph A. Murphy, M.D.
Q:/WP/VARIREQ
7� TOWN OF BARNSTABLE
LOCATION 5/6v we : SEWAGE # �9-1 3
VILLAGE t4ii m 1 S ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE NO. L✓fY/�l �)Cku k S 36 Z "(3Z':7 5—
SEPTIC TANK CAPACITY /6 6 6
LEACHING FACELITY: (type)�a) �06 C - (size)`
NO.OF BEDROOMS c�
BUILDER OR OWNER ��/'�� 1Q% Cktl / s
PERMITDATE: y-' % COMPLIANCE DATE: y— 3/ — r1 F
Separation Distance Between the:
Maximum Adjusted Groundwater Table and 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) b Feet
Edge of Wetland and Leaching Facility(If any wetlands exist
within 300 feet of leaching facility) f n Feet
Furnished by �As��y� �lf t/�'ff'
cry _
_. .e i
„ .
�- W�
�� W� -
��_ F���
1 �,
i �
r
TOWN OF BARNSTABLE
LOCATION 46 Elaine Road SEWAGE VILLAGE Hyannis,Hyannis, Ma. ASSESSOR'S MAP & LOT
INSTALLER'S NAME & PHONE NO. Cash's Trucking 508-362-3221
Box , Yarmout port, Ma.02675
SEPTIC TANK CAPACITY 1,000 gallons
LEACHING FACILITY:(tyPe) (size) 1,000 gallon
NO. OF BEDROOMS 3 PRIVATE WELL OR PUBLIC WATER
BUILDER OR OWNER Dr. David Gianetti
DATE PERMIT ISSUED;
DATE COMPLIANCE ISSUED: D
VARIANCE GRANTED: Yes No �//
�1
( 1
� � �'�
-�--�
a�
No. _ /_3 Fee
THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
g Yes
PUBLIC HEALTH DIVISION -TOWN,OF BARNSTABLEs MASSACHUSETTS
Application for Migpooal *pgtem Cungtrurtiun Permit
Appli or a Permit t C ct(Yepair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
44
Locatio Address or Lot No. 2 9 /AR Owner's Name,Add and Tel No. '?(f Z
Assessor's Map/Pazce�,w 2 'Y
Installer's Name,Address,and Tel.No Designer's Name,Address and Tel.No. C p
�'v Q f E70 ��� s� W
Type of Building:
Dwelling No.of Bedrooms Lot Size v 7 6sq.ft. Garbage Grinder( )
Other Type of Building No.of Persons Showers( ) Cafeteria( )
Other Fixtures
Design Flow /lCt ?<_ eL - gallons per day. Calculated daily flow 2 Tom'� gallons.
Plan Date a. / 2 fT 9 & Number of sheets % Revision Date
Title
Size of Septic°,Tank %S_U G Type of S.A.S. G ,-p
Description of Soil Or�-'-ci° 1`�O CD Gt/.f,!Z
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 by this B d of Heal
Signed Date 1
Application Approved by ` Date f if
Application Disapproved for the following reasons
Permit No. ' —l 7 Date Issued
No. ` / r / �, Fee /(Yee
:91t1i µ i r
THE COMMONWEALTH�OF MASSAC�IUSETTS Entered in computer:
.. Yes
PUBLIC HEALTH DIVISION -TOWIOf BARNSTABLE, MASSACHUSETTS
1pplication for �Digogal *pgtem Congtruction Permit
Appfi or a Permit t Co. ct( Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components
a Location Address or Lot No. �/ /a<-i!r Owner's Name,Addres and Tel.No. � /
(,{ �`y'i Gvr rrrr� r ��/ , t �r� /J(r
Assessor's Map/Pazce�7 a , (� '"
Installer's Name,Address,and Tel.No j� J I '' Designer's Name,Address and Tel.No.
ZrI
Type of Building: (1
Dwelling No.of Bedrooms Lot Size �� O �sq.ft. Garbage Grinder( )
Other Type of Building No. of Persons Showers( ) Cafeteria( r)
Other Fixtures
Design Flow i l L -.- `L gallons per day. Calculated daily flow - �" gallons.
Plan Date ica i 1 E° / ri Number of.sheets Revision Date
Title
_Size of Septic Tank /a5 C Type of S.A.S. I .i U G� r -e
r
Description of Soil
Nature of Repaiis•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 by this B9ard of Health.
Signed Date
17 A
Application Approved by - �. Daie�, 111(12
01
Application Disapproved for the following reasons
Permit No. , ? Date Issued
—————————————--—————————————— ————----
THE COMMONWEALTH OF MASSACHUSETTS ,.
BARNSTABLE, MASSACHUSETTS
Certificate of'Compliance
THIS IS TO CERTIFY,that the On-site Sew a a Disposal System Constructed( /Repaired ( )Upgraded( )
Abandoned( )b_ v/ "� /` r u j
at `/ d��- ha been constructed in accordance
`
with the provisions of Title 5 and the for Disp sal System Construction Permit No. �' 5 dated
Installer `V / Designer
The issuance of thi •e Isha not be construed as a guarantee that the sy m it func� n, s d�s1gne1/1�
Date Inspector //I.fiC 0 �"%'li
r'
� / -------------------------- —
No. Fee
t
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH.DIVISION - BARNSTABLE, MASSACHUSETTS
Migpogal ' gtem �tCongtruction Permit --
Permission is hereby granted to Construct(/ -Repair( )Up rade( )Abandon( )
System located at 1/ �-f��//2 r o��f. Z� //G
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 tthis�e�it.
Date: �'` J 7 Approved ytf—
TOWN OF BARNSTABLE
5 A
LOCATION- -SEWAGE #.7q--.*-
VILLAGE N-&A-IqPl 1 ASSESSOR'S MAP & LOT
INSTALLER'S NAME&PHONE No. kick, )at 5 36 z CZC7,S
SEPTIC TANK CAPACITY 6 66.
LEACHING FACILITY: (type�o CA*k 4-eo (size) Lley f
NO.OF BEDROOMS C2
BUILDER OR OWNER cku /(as,
PERMITDATE COMPLIANCE DATE:
Separation Distance Between the:
Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet
Private Water Supply Welland 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 exi
aching facilitX) Feet
Furnished b) Zao��v A r-Ile
A'
within: W feet'6f'le" -3
..........
L
NN L
I LEGEND HYANNIS
PROPOSED CONTOURST
® PROPOSED SPOT GRADE Mq�N S
T
—— 98 —— EXISTING CONTOUR
+ 96.52 EXISTING SPOT GRADE cn
�#
`• W— EXISTING WATER SERVICE � LOCUS
�O
,F R=23.77' TEST PIT
L='4 _ sv
, TP—
� r
€ r O O
v
o_
T
EXISTING LEACHING 0 0 TP \�
TO BE REMOVED
l S(SEE NOTE 10) LOCUS MAP
0 �P �,2,
50.0 �s LOCUS INFORMATION
•'� O F` PLAN REF: 165/041
TITLE REF: 12244/125
PARCEL ID: MAP 248 PAR. 195
P / �9
�t`� Q s1 FLOOD ZONE: PROPERTY NOT IN FLOOD ZONE
EXIST. 1,000G � 5�.40 51.0 / \� SEPTIC SYSTEM
SEPTIC TANK // G4- o N
+ 50.40 j O<v �I / I co ^
REPAIR 'PLAN
/ II LOCATED AT:
� /'" ��� �► 41 ELAINE ROAD �
1 HYANNIS, MA
PREPARED FOR
o�� � ' KULLAS LORTIE
cp
o FEBRUARY 7, 2019
c - .
P
/
pF Mgs9G
LOT 29
AREA = 10840 sf+— t R EN M.
ASSR MAP 248 PARCEL 1 95i' �`� R
,O� PLAN BOOK 165 PAGE (�41pO,. 1,�1,,4Qp0 N
/ STtR`"
S41NITAR\p�
/
/ E I
MEYER & SONS, INC.
P.O. BOX 981
PLAN EAST SANDWICH, MA. 02537
PH: (508)360-3311
4_ SCALE: 1 in = 20 ft
SURVEY REFERENCE: t FAX: (774)413-9468
0 20 40 meyerandsonstitle5®gmail.com
CERTIFIED PLOT PLAN BY: JOHN P. DOYLE, RLS o 10 20 40
DATED: FEBRUARY 11, 1999 'G SHEET 1 OF 2 J 1894
ELEV. TOP
DROP FND. NOTE: PLACE MAGNETIC MARKING TAPE OVER ALL COVERS
(Existing) BRING ALL COVERS TO WITHIN 3" OF FINISH GRADE FINISHED GRADE (50.5)
= 53.0 � F.G.EL: 51.35 F.G.EL: 51.10 F.G. EL: 50.7
4MAINTAIN 2% MIN SLOPE OVER LEACHING AREA h
.; '. 2" OF 3/8" DOUBLE WASHED
F.G.EL: 50.33 �• 3/4" - 1-1/2"
�. . :; STONE OR FILTER FABRIC DOUBLE WASHED STONE
4 6"
4" SCH 40 PVC
1o"I 6 mama p mama
a' TEE'S ARE TO BE 14 ; ® S= 1% (MIN.) aa0aI=®®®®®
INV.47,.70 2 EFF. DEPTH ®a 3 3r ®®®®
" #,
4 scH 40 PVC INV.49.05 INV. 47.50
4' 2 X 8.5' 4'
GAS PROPOSED DB-3
EXISTING OUTLET BAFFLE EFFECTIVE LENGTH = 25
..•.,, .. . ... . . . DISTRIBUTION BOX
INV. 49.30 Aii& (1-120) INV. ELEV.= 47.20
EXISTING 1,000 GALLON SEPTIC TANK
GAS BAFFLE TO BE INSTALLED ON ���`A �F ' ss0 BREAKOUT
OUTLET TEE AS MANUFACTURED BY ELEV.- 48.20
NOTES: TUF-TITE, ZABEL, OR EQUAL o DARREN M. �, TOP CONC. ELEV.= 48.20
1) CONTRACTOR SHALL VERIFY ALL EXISTING o YER
PIPE INVERTS PRIOR TO CONSTRUCTION 1 " 4 INV. ELEV.= 47.20 am am
l mama®
2) D-BOX SHALL BE SET LEVEL AND TRUE TO ®®mamma
GRADE ON A MECHANICALLY COMPACTED SIX /$Tto�' ®mama®®
INCH CRUSHED STONE BASE, AS SPECIFIED IN ®aaaaaa
310 CMR 15.221(2) NITAR�a 2I� 1 BOTTOM EL.= 45.20 3.75' 5 FT. 3.75'
3) REPLACE EXISTING 1,000 GALLON SEPTIC TANK
WITH 1500 GALLON SEPTIC TANK IF FAILED, i SEPARATION 6.00 FT. EFFECTIVE WIDTH = 12.5'
DAMAGED OR UNDERSIZED.
4) INSTALL INLET & OUTLET TEES W/ SEPTIC SYSTEM PROFILE
GAS BAFFLE AS REQUIRED BorroM OF TESTHOLE EL: 39.20 4 SOIL ABSORPTION SYSTEM (SECTION)
(500 GALLON LEACH CHAMBER)
GENERAL NOTES:
1• ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL
SOIL LOGS P#: 15888 DESIGN CRITERIA **NO INCREASE IN FLOW PROPOSED**
BOARD of HEALTH AND THE DESIGN ENGINEER. DATE: JANUARY 29, 2019 NUMBER OF BEDROOMS: 2 BEDROOM EXISTSING/3 BEDROOM DESIGN
2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)
OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE SOIL EVALUATOR: DARREN MEYER, R.S., CSE #1614
LOCAL RULES AND REGULATIONS. DESIGN PERCOLATION RATE: <2 MIN/IN
WITNESS: DON DESMARAIS, BARNSTABLE HEALTH DEPT. DAILY FLOW: 110 G.P.D. X 3 BR = 330 G.P.D.
3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFlLLED PRIOR
ToNSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE pp GARBAGE GRINDER: NO (not designed for garbage grinder)
DESIGN ENGINEER. Elev. TP-1 Depth i Elev. TP-2 Depth SEPTIC TANK
4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 50.20 0" 50.20 0" SEPTIC TANK: 330 gpd x 200% = 660 gpd, USE EXIST. 1,000 GAL
FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN A LOAMY SAND 4 A LOAMY SAND
ENGINEER BEFORE CONSTRUCTION CONTINUES. REQUIRED: = 445.94 S.F.
tOYR 3/2 1oYR 3/t LEACHING ,AREA Q (330)/0.74
5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 49.28 11" 49.20 12"
6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF B LOAMY SAND I B LOAMY SAND USE TWO (2) 500 GALLON PRECAST LEACH CHAMBERS W/ 4'
HEALTHrF R PROPER INSPECTIONS DURING CON OWNER TO NOTIFY THE OSTTRRUCTION. OF 47 20 1oYR 5/6 36" 1 47.28 10 6/6 35" STONE ON ENDS & 3.75' STONE ON SIDES: 25' L x 12.5' W x 2'D
7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE.
C C
8.ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED MEDIUM MEDIUM BOTTOM AREA: 25 x 12.5 = 312.5 SF
TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. SAND SAND SIDE AREA: (25 t 12.5) X 2 X 2 = 150 SF
9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY THE PERC TEST
THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR To BEGINNING O EL 45.70 2.5Y 6/4 ! 2.5Y 7/4
coNsrRuclTON. TOTAL SQUARE FEET PROVIDED = 462 vs. 445.94 REQ'D
I( 10. EXISTING LEACHING TO BE PUMPED, CRUSHED AND REMOVED PER TITLE 5. DESIGN FLOW PROVIDED: 0.74(462 S.F.) = 342.25 G.P.D. vs. 330 G.P.D. req'd
REPLACE WITH CLEAN MEDIUM SAND PER TITLE 5.
11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION 39.20 132" 39.20 132"
PROPOSED SEPTIC SYSTEM UPGRADE PLAN
12. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY
t
AND IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY PERC RATE <2 MIN/IN.!("C2" HORIZON) 41 ELAI N E ROAD HYAN N I S, MA
13. NO PRIVATE WELLS WITHIN 150' OF PROPOSED LEACHING.
14. NO WETLANDS WITHIN 100' OF PROPOSED LEACHING. NO GROUNDWATER OBSERVED
Prepared for: Kull as Lortie
15. ALL PIPING TO BE 4" SCH 40 O 1/8-/FT (UNLESS SPECIFIED)
Design and Site Plan by: SCALE DRAWN DATE
' MEYER&SONS,INC. N.T.S. DMM 02/07/19
• I, Darren M. Meyer, R.S., CSE hereby certify that 1 am'currently approved by MADEP pursuant to 310 CMR 15.017 PO BOX 981
to conduct soil evaluations and that the above analysis has been performed by me consistent with the REV DATE CHECKED SHEET N0.
requirements of 310 CMR 15.017. 1 further certify that I have passed the Soil Eval. Exam in October, 1999. EAST SANDW/CH,MA 02537
508-362-2922 DMM 2 of 2
7DP fOc/NdAT/D�/ EL. S3,$' SEIt/AGE 5"YSTEM PROS/LE S4/GS 7ZCST RESULTS
�iN/SN 6eADE MiN/MuM 3�.oPE OF a.o2 FT PER FOOT ,P�p�v
MAX- 9"M/N
36"MAX .DIST BOX W11,„St/MP MAX. 9" MiA/• T--/ C �-8873J T 2 �t'- 8878,
M/A/• /Z" /tilwlER M6A5URE " r r ! .,
� /Vv.r`1-, 49. 7 3G MAX• M/N.OF Z COYE� /8-/Z S7Lr/E � — EL. 52.7 O
scN,4O PvC iQrliO sch!9� PVC P/oE ��9vE5 a¢e54�✓res
SGH 40 PVC OR!a4N/G S
66
/NV /NV. /b C EVEL /4'' /NV• /N�- 4
D 50.68 50.4° 56-/S So.02 lAtV �¢N_�iZv (2J SOO G. CEACN CNAMBER� 3/¢'-/'2' LOAMY G6912�5
49-$s srn�ve � s7vNE 7 5 Y�/3 / o.,Mr
'�/ � SANp D 7.5YR�•��/ p
�b _ / R� 8 A 7 R 3 3 S4AOY A n 6„ BEp Of d o sy(C2USttEp EL. `� ° DY G� SCAM S„ OAM
usE /500 G4.4.. Ae4.9ST C-&Vc. S77�NE 2'7" . 4'/D'' 2 7" IDYR/4�6 s�'L✓p 8w /o yR1316 SA oY B►/
S Ti�C TANK WJ7_11 /NLET1OC/TLET 6,O -- 10 �" Et. S/•O
MEO. 7D
7"EES CGACS Tie//CTGp /N A CCOR d C"'C-56
W177� 3/p CMS I S. Z Z7. /OY/4�7�G SANO Ci - MEo. TO
507-rW OF SST P;T S5 Z.SY/7�L 5, O C/
zo'—� �yEp�u�y r7V�� —6�•' �v�L
G
,. WASttED STolJE TO C //Z"
/0' TWO Soo 6_ /Or/�6�¢ CGL9�PsF 2 CGL9/4S E cz
LE�iI CBEe Si4Nd /OYRI7�¢
A?
/3Z., nz.W-7
6RDU11.6WATL e 11/O7 e/CdUN7LcieE-O 250 YV 7M77 P17,
PLAN VIEW OF 7W 5.A.S.
5D/LS 7�T Z)47r-: Z
50/`S EV.gLUs4Tb� % GI�GIGYN V. .doYGE, J!E.
A076, A ✓491ANCE M[/ST" BE 00TA/NEO FROH �E S�41A16' 9btE.�4R� OP ix�ilLTH
/e6-47 NG 7D p9R�' 8 C TOWN REr5uv9770Ns h'nb�+/N ifs 71`�L 330 Ruc-E
P�RTA/N/NG 7d [.A4d1da &9 re'S'.FC �1R6.4
/ r- ;q Did .PES'T.e/GT/Or✓ sh�AGL BE /QKOr��D£� L/M/TING E N//�/Bfit
/MOMS Td 7Th/0 ./N 0::ral�i✓cE W1771 3/4 OM�P IS. 20 3
M. = P.f, i✓A/I4
.SE K14cE -S yS7C .beS/G/V cA c U� TiaNs
�3 Zt,S/CA/ ,D 4/DY �oW= //D GAD RAC e614 Af
�fVE o _ z BDRMS. x/io s��= z2o aka.
/L L BAN o�° vEM�^!T' - `\ 2• RAP01� 4&"RF77e1/ o1Z64:
L f P 0.41 �,,y : ToP s�/.✓oc F of 2Zo ePd -� o, L 615;'01 isy= Z 98 s f E
3, �,/SE CZ] P,�C9b? CWC. 54 6, �E,4cr�i/vG
�. = 5¢. 3¢ Gy,4yBfeS h//Tf/ Z'7"�F h/9srl�D sTbN� 'I`'Fs
� a / ���/ � \ �✓ �., L 6.jCN/�/G P,eo V/S/ON'= L�IAtp'
'�,�Tp �\ y / \ BorrUAf /O ' x Zo' = ZOO.s,F �/•
Q' s' s- ' n � y3 �?AG =ZGf?•t/Zd - 32 D •s-� L�AC.S//NG. �°cis
Tk* x
01
ti
w cp
N
D
�50•Uq s
L OG c/S M�9P SC�C.E= /" 30Oi0
�D,.' s'/7E AND S "I�V/A6rE /=4�IV
, , 1
titi ti� 2` Div f0/�
��3/��� ,�D /t!/cKut..gs /icd/•vG Co .
oCc/S S4/OAW AS 4yy..Miff' 24$ P4,cc�
5 ' PRoPos� DI�Q NI ,D WELL/NG
C PA/Gf27.CT �U13A0iv/s/On/ PGAN GOT M0, 29
y Lo'T
L6T �9.�A = /D� 8¢D s F
ZON/�t/G d/STRICT- /f,6 / '�' j oorP.
,Oil _
�ocA7Fa //v w� .Dxvrccro,� d/,S7-f1cr
/6� No.s„, h 5eAL6- / 3o GCTo6ER, Z7, /998
VALLU"
E fx�liV E300A- /G S �9GE �¢/. / /�D `'�FCIS RVE�O� uEYE 6Rs1PNK SCALE rT
lb mi
4,AW-lG4iVT- rV/ColrVZ ,7 BU/�.l>/^/G Co . - of D, 360 ,
z/25 M£�T/i✓Ghfoc/sE h/.9 y /%8�9g � 9b
1U.B.9�f'NS`l�BG E, MA. DZG6B � Zf� J. �oYLE ASsoc/A7L5 7�• . 563-/99g•
�N 1 Po.t'm 59s H/FALMOZ17N MA. 4zS
TOP FCY/i1/134 KV Et, 53. S •SEt-✓.9GE SYSTEM f OF/LE SO/GS 7� 1 /��5�/LT5
� fig✓/.SN G.e.4LE stAPE /Nin/i.�l�Jiyl of 2!e '
' G"MRY• 9"Miw B/OGC.ERE _ ,P�,eENC�
G"
3G"MAX. 717E+9TMfM' p/5 T�DX kl�(-sc/MP8873� T Z P- B8 78�
MqX,
5Ys TfM /Z"M/A/./A/�vZSq M69 Sc/RE ¢9.7 3`•MAX, MiN. Z"GDVE� ya
8= %2"STon/� Q " EL. 52.7 0" O eG�l v/G.s
------------
� LEAI/ES
0 5No¢ 8¢ �D•� I- X I W 56.59So.oZ ^��"-/'L ¢.. La9MY t�4t�s
ry " G~ GoAMY
Z _s. .;�4�8S �TDNE ^ �] O C] C7 �i Q S'1DiYL� 7•SYR/3/� siIND 0 7 Sy�� D
G"DE�OF a,•otbgm a d r O r� �t �° 2 EFf bEPTy 4 ~�
o _ :$ e ` (3) ,SOLD G. 44-140N 9r'.aERs S,4A b y /3 5,4NVY
�`- `.;l' ;: ; -,•,; _ •,-) Sr- 477 - e; _ A a /DYR/L/B /ZN LOAM. A 7SY.P�3��" ,Q
-=_ � ='-=--=• , •':::, . ,• ,,�(� �/ LAM
USE 15 a9t•, RZ4E 9ST GOAIC. 2'7' 4�'/0 "I 2�7 /DY/Y/�7 G M ay 8W /DYR�3/G N vivo B/✓
SEPTIC Z4A(k W/Thl /N[-ET�OC/TLET b• ZD £-�• S/•O 3d
G BEa G.o' MEN 7b
of C,etl.SHF,p 7S G'��LC>T,�Z[.rCTEi4 //V A~CC.OR.D
s�vivE• W1 Tf/ 3/0 -CAM /s. 2z7. /o YR/71c
417 SS y✓�F,QA q-8 �p/i•QSE C
f�rToM oG TEST ~ D�1 2•s�'/7/c sA�t/L /
A Vb
-V eAV 4, SYs7�/ 1 5/G�/ C.2/TE.�/i4 �/UM - GG" G '•4 vL�
To //Z r
/6YR
/. LDS/6i1/.D4 Ly fz'�h/_ //D GPd f /C �,�'G�WJ / COARSE e
3 ��•Pi�ls. X //O = 33eD �0 7TJTAt b9ll-y 1-YeW .SAoVD /oye17/¢ Z.
' • 2. REw/�PE� A�A�'7yo�/AAA- _ /20"
530 6/'� - O•�� G�sf��9y = �9SG s.F. �32+ EG• 4/•T
3. USE TH. �3� .5�'J G. PeEC�sT cF.�A�„y C,N�9MBE.eS /✓/Tf/ IOXMIA40W 4TEi4 NOT &WC6e1Al t�,eEb 8677/ TL�J P/T5-
30 • -� 2'7`OA h�S/fED sTri✓E W S/•6S� 2'3"S7D.t/E�4T t�iVOS,
SD/L 5 7 -5, �.47& : 2- /S-' 97
Wyf SHED Srode A/* , 2'7" `1 •¢• AB Rs'r/AN/�1.E EA f1QOt//S.(D/✓:
C3�. 6. cEAcNcH +s o /O A 3O = �3Gb s.r; So/Ls E✓AWi47?)/S CA/ca�YN .� DayLE, /°E
8.G" 4 t -rsF. �A,QiVST•lat.8 /S/641-711 b15aT. - SIC A Y .T>t/N
/:h4C. R/47V < Z M/.✓. PeR /NG,/i/.
S• DvE TO 7h 7/ZE �4N0 LOCH/aV of LoT A-0. 29
TR647;V6 T ZMY-57 eAf s 0955*-L 8& //1SV*44X-O -4s fA9,e'T A0 77/�E
f'1'�4/V Y/EW OF 5.A.S. Sy.S7F�!ALr -9 3'Y5754f $t//,r// 4✓/A9•✓CE5 ///T�PGLEiV IC540/.41L
/N ACCO",OWc�C it//7t,/ 3/D C"R /5,Z/7 .¢A40 /lLLGW lWZ e �Vu,+&36e ,
. ma c: j`�_/p' A3 A AE,TaZ-Ir OF 7Jf�A✓IJT,&eAo# '
- -NIOI/�fG C�E1a!"^ E�T.4BGlS/ 1� BY 7Jf`� �.E,f? Fd� SYs`reiYS -
sUP�i?1a�2 i'E•�'�7i2Mi�ivcF IAI �.eD .k//TH 3/4 CA" /S.288.
G. 7t>L�' DN/ ,14F i9 4740.e sfI.OfZ- .6�C._� -COW7,,,,C7 �� 15- 4c
!jam 7d ?Z'E✓5'.%yE�1/T .SY57rvV1 /✓/;;W 6,,e.YOAS• oW.,O,i44ioOV� By 740E -
/t'lAi✓ULACTU.�
7. TtfE: 6 AlE:,e/%�7e Sh�i9tL ,8E �4itl f.2E G'F 77 6ErVE.ei�L
CoW/d/T/O.t�s ct �tsE 1peA 3/0 CM.e /s.287.
-------------
L/LL/.� ,,V .DJ�/✓G� /1 Woe-a
28,hoc/?�
R q
LAIVIoll
Ni: s
L
J- ��,,1 \b ��•g �'m ti � �1�/ = :�4..3� LACUS 6`1�t✓N A3 fts5f,5'.SC1t?sMA� 24$ >A9�eCE•t. /95. • Dods
' sT cry �\ O•RA�f�RT SC�6tD✓✓/.S�GW .0�iV LOT NO. 29
w Be*oX � \ �� L07' ;4W,4: /O, 640 s.F �4-
�7 ZDiI//�6 bAZ-7Z- 7- : /T 13 y� �
UN/T �� 0 � ��E.�NCE Pl�9/✓ BGiGi� /L S Pi46E -¢,�.
Z -
- ti + 3'I Af�RL/CANT= /V/CXUS 8L//1...D/NG CD, �O
�`� / - o.; Sc,�d �' + \ 0•S3 Z/2S ME�/YN6�!�S�IJS f•W!Y i
� Pone G k� 4^1 tR 5'S tik
ti I`" � 'd � �. 0 � S/TE AND SEWA6E P�.�N✓
5ti g� \�w L �° �Y PRE�,9RE•� FDR
� 50.09
N/GYUL.9S 8U/t D/NG CD .
yti' 21 _ 9� y PRoRt'll EO 3 �RAOM .bWEt.4//✓G
pf GOT //D. 29 EL A//►/E RGL9� ///
Ste,6E JOHN
BARN.S'TABLE� /yA.
�D P,
Ar
i
9� N ss.eo,lM 544e-E:./"=30' �ECEM6E�c /,, /998
Q{! p OR4PN/G --rc.94.E 1W �'�fT
SUR`�
O• 30• Go
t 1z U
/2-7--98 ./, �OYGE 9�SGk^ 7� : S63-/99•¢
Po.eox Sys tii AW4,W y7P� A", o257y,-