HomeMy WebLinkAbout0025 DACEY DRIVE - Health 25 Dacey Drive
Centerville
A= 252-051-030
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TOWN OF BARNSTABLE
LOCAT�.I{O�N Z 5 ei e /, SEWAGE# Zo 1,3 - Z4
-VILLAGE eIF S � ASSESSOR'S MAP.&PARCE "s
INSTALLER'S NAME&PHONE NO. (C 7� 4G sy 00.�
SEPTIC TANK CAPACITY' I '4 D
LEACHING FACILITY.(type)(3)
NO.OF BEDROOMS 3
n n �
OWNER�S�DI e td[ C,O C�a.'�e.✓U 7 ��� y��
PERMIT DATE: 20 3 COMPLIANCE DATE: 6 3
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
(Y 2013-
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THE COMMONWEALTH OF MASSACHUSETTS Entered in computer:
PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes
Zipplication for �MpogAY 6vmem Cow5trurtton VCrmtt
Application for a Permit to Construct Vx, Repair O Upgrade O Abandon( Complete System ❑Individual Components
Location Address or Lot No. 3� Owner's Name,Address,and Tel.No.
Assessor'sMap/Pazcel 2�Z_ `jam( — 03o
Installer's Name,Address,and Tel.No. l�°v M �"� Designer's Name,Addresss a d tel. � � tl � r r�
S�_3ftl_-tq lq d�weoc! L. X)w � l-wry I W. d Dom ,
Type of Building: 2
Dwelling No.of Bedrooms J Lot Size sq. ft. Garbage Grinder Q�Q
Other Type of Building C. -� No.of Persons Showers E Cafeteria( )
Other Fixtures {�O
Design Flow(mein.required) ] gpd Design flow provided �� gpd
Plan Date ( 1,� Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S. (�Ni��t' �XI•. (� w-
Description of Soil
Nature of Repairs or Alterations(Answer when applicable) 1 - t1%rA 1-�o g�� N� �• ���
Date last inspected: ofgff
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 o the Environmental Code aAd not t place the ystem in operation until a Certificate of
Compliance has been issued by this o -'o .7—� -
Signed Date
Application Approve Date
Application Disapproved by: Date
for the following reasons
Permit No. O — ,;z Date Issued
———————————
:, >.. � -,.. .:.ti, �'t, ^`° r ,,.1- Lat�-."""' �'�, "'� ,�'.•.i,+.d..f^�++,-.. '�' s.. ,..�;: �";C r.. ,... , .. .-.. ,...r, -.t.
/ IN
Fee
THE:COMMONWEALTH, F MASSACHUSETTS Entered in computer:
t' Yes
PUBLIC HEALTH�DIViSION - TOWN OF BARNSTABLE, MASSACHUSETTS
0[ppYicatt n'-for �DiZpooaY *pde'ni Construction Permit
Application for a Permit to Construct Repair( Upgrade( )r Abandon O Complete System ❑Individual Components
Location Address or LofNo.Z`� L �r ( ��' r 4 Owner's Name,Address,and Tel.No:
�y v c,d �r` ( � Jc�} �I � C'Fu_t-e ,/' �
Assessor's Map/Parcel �� Z- O`
Installer's Name,Address,and TeL No.� Designer's Name,Address and Tel.No. � e'Z-( C,„,}I c �c:;d -v� j ` r, �> eA�z 1 ! Jr,t` �1� c) r r
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Type of Building:
Dwelling, No.of Bedrooms t� Lot Size 21-1,1117��c sq.ft. Garbage Grinder
Other Type of Building l,30-4 E<- Yat(MF- No.of Persons l ---' Showers,t ) Cafeteria( )
Other Fixtures
' Design Flow(min.required) �j'�y gpd Design flow provided 33 ; gpd
Plan Date �a�2 o 1, Number of sheets Revision Date.,
Title
111 Size of Septic Tank AZO , y-U �;
,...-'�"r ' p v. r Type of S.A.S.
Description of Soil ' tjt;i Cq ja*
r f
.Nature of Repairs)or Alterations(Answer when applicable) Y,�)Jo k, V�_O t) S�Y� .,;Q��-g
' Date last in 1-- Jf ,
Agreement: S
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 pf the Environmental Code-and not to place the system in operation until a Certificate of
Compliance has beep issued by thi 'Tp -I
Signed Date
g '
Application Approve , Date
Application Disapproved by: Date
for the following reasons
y �
Permit No. d Date Issued
—————— �— ——=
THE COMMONWEALTH OF MASSACHUSETTS 1
1
BARNSTABLE, MASSACHUSETTS �r
1OP
Certificate of Compliance _
THIS IS TO CERTIFY,that the O� e Sewage po al System. Constructed � ��Repaired ( ) Upgraded ( )
A��ba�r Boned( )by c� � i�i( /! IRVI� (l/l�f/del'►//
at ,t`)�P 2 N' ICJ 1� v has been constructed in accordance "
with the provisions of Title 5 and the for Disposal System Construction Permit No. s20j)-e1 Ll I dated 7-1`t 3
Installer Designer
#bedrooms Approved design flow 330 f gpd
The issn le of this ermit shall not be,construed as a A ralntee that the s, ste .L •Gnct'iljn as designed.
Date/ /J%A-/ / -J------I---/ Y `7 ! In�L-----------L-sctor y-- 111� lC_ ��
L/
_____
No.�Gl 3 �L(� ---- Fee 1150
————
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS
Di.5pogat *pgtem' Construction Permit
Permission is hereby granted t nstruct ( _) Repair ( ) Upgrade ( ) Abandon ( )
System located at 2 ��` Jf �.�,,gr i+✓t�.� *�
� y
and as described in the above Application for Disposal System Construction Permit.The applicant recognizes his/her duty
3..
to comply with Title S and the followmg4ocal provisions or special conditions. J f
Provided: Construction must be completdd within three years of the date o this permit. /
Date % / � Approved. t t
. -U
Town of Barnstable
Regulatory Services
Richard V: Scali,Interim Director
» BARNSTABLE
MASS. g Public Health Division
qj i639
°rEo ° Thomas McKean,.Director.
200 Main Street,Hyannis,MA 02601
Office: 508-862-4644 Fax: 508-790-6304
Installer&Designer Certification Form
Date: q111113 Sewage Permit# Z0 3-2211 Assessor's Map\Parcel. 2.52 ,0 5/-0' -3 0
Designer: ��xlir I.)u� Installer: ;)el Ut'MQ ^
Address::. 7 Address: P, o; d3` r �7�i S
i,aviYeis a2t"n,I chvll�t�ov�t ;t�Z43er
On /3 �-k<rn Pauin, was issued a permit to install a
(date) (insfalier)
septic system at 2: `00e_, D�i v e based,on a design drawn•by
(address):
dated
( signer).
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. Strip.out ,(if required) was inspected andi the soils
were found satisfactory.
I certify that the septic system referenced above was installed:with major changes,(i.e. ,
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 construct ance with the terms
of the IAA approval letters (if applicable) ��N OF Mgss9c
p� STEPHEN yG
AgALLYN ro -
(InstaflOs Signatu o w� oN y
No.30216 .
SONAL
TEQ`@'G\����
esigner's Signature (Affix Des p Here)
PLEASE RETURN°TO BARNSTABLE PUBLIC.HEALTH DIVISION. 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.
QASeptic0esigner Certification Form Rev 8-14713_doc
O'17;0
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Town of Barnstable P#
F1HE row
o Department of Regulatory Services J
BAANSTAOGE.
Public Health Division Date
• .
y MASS. -
,674, 200 Main Street,Hyannis MA 02601
DM .
Fee Pd.
Date Scheduled Time
0
Soil Suitability AssessknentoY S a e is
po al °
Witnessed B �C9 ✓ U '
Perfonited By: .�Irtyl e�r��rv� Y
LOCATION & GENERAL INFORMATION
Location Address.. Owner's Name Tra
Address Ge�i4Mv,0% Q7fo3L
Assessor's,Map/Parcel:, M A Z 5 Z/19c I O 51— 0,30 Engineer's Name `1 L
NCW CONSTRUCTION REPAIR Telephone# s0�r-77/- -7502
Land Use Slopes(%) I Surface Stones Y10 rl 4
i -
Distances from: Open Water Body ft Possible Wet Area ftDrinking Water Well ft
Drainage Way ft Property Line ft Other ft
SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes)
�.« �i_ ct,z sk 2 fic 1, .
y 0.
Parent material(geologic) G 1 0-C_ C. h Depth to Bedrock
Depth to Groundwater: Standing Water in Hole: Weeping from Pit Face
Estimated Seasonal High Groundwater
DETERMINATION FOR SEASONAL]HIGH WATER TABLE
Method Used:
Depth Observed standing in obs.hole: In. Depth to soil mottles: irt•
Depth to weeping from side of obs.hole: in. Groundwater Adjustment 1t.
da ( ) Ind x Well# Reading Dote: Index Well level Adj.factor Adj.Groundwater Level
PERCOLATION TEST Date5/1 313 Time
tin 1 ,Obs rva o 8 1
t C`3 Hole .t �- y Time at 9" 16;Ny // D
y y,� Deptl gfjl;erc Time at 6"
-"= Start a'senh Time Time(9".-F) .J mm �.�+�� �
. End Pre-soak 10 s416.
Rate.Min./liiclt
Site Suitability Assessment: Site Passed Site Failed Additional Testing Needed(YIN)
Original: Public Health Division Observation Hole Data To Be Completed on Back---=--:----
***If percolation test is to be conducted within 100' of wetland,you must first notify the
Barnstable Conservation Division at least one(1)week prior to beginning.
Q:FIEALTH/W P/PCRCFORM
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'DEEP OBSERVATION HOLE LOG Dole#
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,%Gravel)
P
713 i0 •�- I�ir' ►._oaWI 5e'nJ to YR T/y
DEEP OBSERVATION HOLE LOG Hole,# Z
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders."
Consistent °°Gravel)
5- IDS A.p 24
tJ f cm66/c 5
A)o Jafrr O6Strvc�
DEEP OBSERVATION HOLE LOG Hole# 2
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistency,°o Gravel)
0- y" O
Ap L.Q OV Gt a IC' 411a. 313
La 4-1 �ahGQ 10 `TtfQ ��(o
I
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Sc�,s G ravc to Y� .��Y
22�=13Z" G t
DEEP OBSERVATION HOLE LOG Hole# _
Depth from Soil Horizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders.
Consistent %Gravel)
0- 4 te Q
9„_ 2,n La +y S�NcI to YK
. 21"- 132?i1 C Sh-���� ro Krz 6�G. _ 1v�eeb6/tea
Flood Insurance Rate Man:
Above 500 year flood boundary No— Yes ✓
Within 500 year boundary No ✓ Yea
Within 100 year flood boundary No Yes
Death of Naturally Occurrinh 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? .9
if not,what is the depth of naturally occurring pervious material?
Certification
I certify that on Aprll 19q 5' (date)I have passed the soil evaluator examination approved by the
Department of Enviromnental Protection and that the above analysis was performed by me consistent with
the required training, expertise an.d'experience described in 310 CMR 15.017.
Signature Date
46, 22
Q:HEALTH/W P/PERCFORM
(42013-017 - 0�
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. .'EXTEND HDR TO CORNS - 2x6 DEL TOP PLATE ... ..
FULL HGT.STUDS K�P`" .. .. .... .. .. �i'I
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NAIL TOP PLATE
-' -° " _ APPLY SIMPSON MSTAIS CONNECTOR - - -
W/2 ROWS OF I6d NAILS iC � ON THE INSIDE FACE OF HEADER
3'O.G. �, TO EACH JACK STUD-
'
STRUCTURAL PANEL - HEADER
. NAILED ad COMMON CONTINUOUS HEADER .. .. .... .... .. ... M ...
O 5'O.C. EDGE AND FIELD _ - CORNER TO CORNER - -RAFTER 6 I6" O C. - �I O
OVER MULTIPLE OPENINGS p p
DOOR TRIMMER STUDS - -
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.: :: . RAFTER
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.: 2-5/8"ANCHOR BOLTS .. \ T 0
w/SN3' PLATE WASHERS : ° OP PLATE -
EACH NARROW WALL SECTION- °
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`.O RAFTER TO' PLATE CONNECTION p
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_ 'NARROW WALL BRACING AT GARAGE D00 r _ p LQ
.. O SCALE:N7.5. .. .. .... .... .. .... .. ...
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.. STAGGER NAILIN
INTO BOTH
.. .. .... PLATES 6 LATE .. .. .
;� 2x :DEL TOP'P � O
'. .._ ;. .. .. - .. ... ....., � ..._ SHEAR WALL COMPLIANCE:
..
W= 26% OF EACH:WALL RUN
VERTICAL SHEATHING WITH
..
.. N 3 ed AILS " EDGE/12" FIELD � -^ .-���
:.... .- .. (4)16d NAILS PER FT BOTTOM PLATE ...
17
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VERTICAL SHEATHING WITH .: ER TICAL ]
Sd NAILS 3"-EDGE/12" FIELD sTRucruR.AC.PANEL 1M = .a
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JOINT DESCRIPTION _ NUMBER OF 'NUMBER OP NAIL SPACING" V TICAL
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COMMON NAILS BOX NAILS' STRUCTURAL PANELS Ir �-
DOUBLE ROw-
6TAGGERNAILIN BREAK ON SECOND FLOOR
RIM JOIST
ROOF- FRAMING - .. - 2.6 DEL TOP PLATS : =y �:. ! ... J
BLOCKING TO RAFTER(TOE NAILED) : : 2-1 .: 2-I0d EACH END -
__ RIM BOARD TO RAFTER(END NAILED 2-I6d .: 3-I6d EACH-END .: _
... ... :. ... _
WALL FRAMING:.
Li! �'
. TOP PLATES AT INTERSECTIONS(FACE NAILED) - 4-I6d 3=I6d A7 JOINTS - SECOND FLOOR
STUD TO STUD(PACE NAILED) : : 2-16d_ Z-16d:._ 24"O.G. I df jl ' p
HEADER TO HEADER(FACE NAILED) I6d I6d 24"O.C.ALONG EDGES M I 1 ' yyC IM - - - - - �P* q pp..�P 'RIM JOIST W
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STRUCTURAL PANEL I !f"QI 1.� STRUCTURAL:PANEL 'F
FLOOR FRAMING : .: : : a .
NAILED ad COMMON -J:'M 1I '� I 01- - NAILED Ed COMMON
.. - 9"O.C. EDGE ; j 1 .. .. .. .: O 9"O.G. EDGE
JOIST TO BILL, TOP PLATE OR GIRDER(TOE NAILED) 4-Bd 4-IOd PER JOIST AND 12" IN FIELD - - JI L I. - AND 17 INFIELD - _sM❑ ",��' -
BLOCKING TO-JOIST(TOE-NAILED) :. : 2-Bd :. Z-IOd EACH END -.. : qq�•. 1:1`I` yyrll 1[!:�L ..'.. ."]_ '�j '^"'..E. .... y
BLOCKING TO,SILL OR TOP PLATE(TOE NAILED) 9-IbE 4-I6d EACH BLOCK _ : - �,dL A.d A I6 it - - 'O'
ac ": j1 Z Jul Q w
LEDGER STRIP TO BEAM OR 41RDER(FAGE NAILED) - '3-I6d: 4-I6d. .:EACH JOIST : - y-ry y �p. �" -.y�y
JOIST ON LEDGER TO BEAM(TOE NAILED)' 3-Sd. 3-IOd""" PER JOIST -' - " 55I (~�°"� IT IL F 1.71, ry, -�� � R
BAND JOIST TO J0197(END NAILED) Bad
4-I6d PER J019T - - .dl�r 4.:j�i IC .... .. .... J. Z
_. y ppergM• ''yy yy�y yy ��pp
BAND JOIST:TO SILL OR TOP PLATE(TOE NAILED) 2-16D 3-I6d PER FOOT 1 �.-,J1 li.
ROOF SHEATHING (A
��
DOUSES Row ( a• r l _ DOUBLE ROW
STAGGER NAILIN Ik 1J _ STAGGER NAILIN �r Z Q ..
WOOD STRUCTURAL PANELS - .. .... \-- \-_ ls..
INTO BOX AND SILL di INTO BOX AND SILL -
RAFTERS OR TRUSSES SPACED UP TO 16"O.G. ad IOd 6"EDGE/b' FIELD
RAFTERS OR TRUSSES SPACED OVER 16 O.C. .Ed IOd : 4" EDGE/6"FIELD
GABLE ENDWALL RAKE OR RAKE TRUSS w/e GABLE OVERHANG- ad IOd 6' EDGE/6"FIELD . . . . \\ -- - \\ - '
GABLE ENDWALL RAKE OR RAKE TRUSS w/STRUCTURAL ad : IOd 6" EDGE/6".FIELD
\ \ Q
.' .: OUTLOOKER9 .. - 0
GABLE ENDWALL RAKE OR RAKE TRUSS w/LOOKOUT BLOCKS ad IOd 4" EDGe/4"FIELD :....: .-
CEILING SHEATHING
GYPSUM WALLBOARD 3d COOLERS 7" EI IO' FIELD
.. ..:
WALL SHEATHING .. - .. .. .
WOOD STRUCTURAL PANELS -
STUDS SPACED UP TO 24"O.C. - - 3d - IOd 6" EDGE/I2"FIELD
Y"AND°9.�"FIBERBOARD PANELS ed 3''EDGE/6"FIELD - - -
�"GYPSUM WALLBOARD Ed COOLERS 7" EDGE/10'FIELD - - SHEET
FLOOR SHEATHING
A D STRUCTURAL PANELS - - - - _FULL HEIGHT SHEATHING -SINGLE FLOOR. - FULL HEIGHT SHEATHING -MULTI FLOOR ..
1'OR LE98.: ad : IOd 6"EDGE/1"FIELD O :SCALE:N,T.S. SCALE.N.T.S.
GREATER THAN P IOd I6d V EDGE/6"FIELD - - - -
- JOB: 1306
DRAWN BY: KW
DATE:: 6/28/13
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Job.# � � � THIS PLAN IS A MATERIAL.ESTIMATE ONLY! �
No professional engineering has been done or implied for this structure.The
N
� � intent of this drawing is onlyto provide supplemental mformahon for project � p
Adler Residence 9 p p g.
o ti m material estimating. All material recommendations and associated designs
ns � t
.to. -n must be to the project architect,engineer of record,general contractor and/or NOTE o'
p ° installer for their review and approval prior to order placement and installation. ALL MEASUREMENTS W y m
_» n a 3 Refer all methods of construction to original architectural and structural TO BE VERIFIED
n to I
m Centerville drawings and.not this plan. ItJ .the responsibility of all parties involved in the ,IN THE FIELD. V..... r .. .. ....
w - Beyside -. erection of the structure to acquire and refer to all"handling and installation
:. .. ..: list Floor. .. .. guidelines'for material shown on this estimate. No dimensional check of the
CP
building has been made therefore the purchaser is to check and approve all
.1/4"Scale ., dimensions,quantities,loads.and details carefully prior-to order placement. .. .. .. .. ..
e
48-00-00 I
NOTES
VERIFY ALL
17-08-00 18-04-00 12-00-00 DETAILS a LOADING,DIMENSIONS.END D
... ....:
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I DIMENSION KEY:
p _
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CA
omFEET INCH :SIXTEENTH
p ..LEY MING //'�
OTHER5...: p T (PSG .:.
LOADING CHAR
TC U. BC LL -
35.0 0.0
I
..... ..
10.0 T0:0
PLATE INCREASE LUMBER INCREASE
. .: .:
1.15 1.15 .
GENERAL NOTES
REQUIREMENTS AND ERE 1. FOR BRACING REQUIREME ERECTION INFORMATION
SEE T.P.I.PUBLICATION HIB-91.
2. BRACING STOCK(2X4 MIN)NOT SUPPLIED BY QUICK BUILD CO. "
.... _ ._.:...:.. -.--- .-- __ --.—_ ._�_... _#E� _ �. 3. SEE T ENGINEERING FOR ADDITION O— ll - TRUSS ENG ERING" AL INFORMATION.
= IT03G -:: 2-0 -00 p O O \ 4. ALL DIMENSIONS,DESIGN LOADS AND TRUSS QUANTITIES
- C? -
:.'.." ..... ..... MUST BE VERIFIED FABRICATION. "" V � RIFIED:PRIOR TO
GE03 o M - Q ' . .
.��1" _ N = ADDITIONAL FRAMING A HERS "
. 5. ADDIT S REQUIRED BY OTHERS.
GE11, :. _ DRAWING d
-.6.: :.THIS DRAWING IS INTENDED.TO SERVE AS A LAYOUT GUIDE
.:FOR THE:TRUSS ERECTION CREW TO ASSURE PROPER PLACEMENT. "
WIN IS
-8-00-00 _ AND SPACING OF TRUSSES.THISNOT ACOMPLETE
r
FRAMING PLAN:
0
p
' - 7 FINAL APPROVAL OFTHIS LAYOUT AND THETRUSS
- .o - U COMPONENTS TO BE SUPPLIED:FOR COMPLIANCE WITH PROJECT:"
co = O _ - : SPECIFICATIONS REMAINS THE RESPONSIBILITY OF THE ARCHITECT
..AND ENGINEER OF RECORD.
. .: c
-ROOF A FLOOR TROSSeS•--
. li�h.vm.s...voen.ntA Uz7i7 .
: I'Iwne:(SUS)?79-9U77-Fn�:(SU1C)?7y-0333
.Job Name DESI
GNER:
GNER: i
GE10 P.E.
Johnson Residence
Subdivision - - Lot Date
6-24-13
Customer
12-00-00 16-00-00 20-00-00 Shepley Wood Products
. Address
4lx
48-00-00 TERVI
LAKE ISLE WOODS
1 : :OF 1
Job Number
37999 "
LAM ucION NOTEDNOTED o BAXTER NYE I
I. , AAawpm
V ALL E STATE
00MPONE7r<S SHALL !E INSTALLED N 06. ASQMEE.NIIH TRIP ENGINEERING &
_ V of THE STATE sANRTARY CODE DATED APRL 21. 2oos. As AMENDED' 1) THE INTENT of THIS PLAN 6 To L>EaiL E7i5'1i1G SITE
THE DATE OF THIS PUN, & ANY LOCAL RULES & REGM706 COODRIONS Ar I00I6 UXUS AREA 6 OR � �oaa
Z) ASSES9WS 11W 252 SURVEYING
ZANY CHANGE ro TENS Pl/W MIST BE /IPPIIOYm N N�RIiMIG BY 11E PARCL7.51-M �„ *
,? ENGINEER. EI.EIATION INFORMATION MUST NOT BE CHANGED WITHOUT WRffiF?I
�0 /X� PRIOR APPROVAL BY THE ENGINEEiL RAN Na 1610T! to
R istered Professional En neers .?;�pp�r `w ,\ �, 3. WHEN CONSTRUCTION IS COMPLETED. PRIOR ro El�dnUM NOW THE 011111k 1 AME NYE S111 T TRIM � � 9i
tij \ i, �a MW OF HEALTH AGENT AND ENMEER FOR INSPECTION. PAC, NK 95 and Land Surveyors
0rr 82.v
V �; N / _ 4. ALL SANITARY DEPOSAL SYSTEM PIPING ro BE 4' SCHEDULE 40 M & IASS ACI6t715
4' \ - -�A �c�/ _ - UNLESS OTHERWISE NOTED HERON. 1) PRa9Jcr eDla9wWlc:As SHOW ON THIS 78 North Street - 3rd Floor
� -
LOCUS MAP
a Hyannis, Massachusetts 02601
F w 4.) ZONING NFi1HIg1M SCALE 1 50,000 ._
`� ��-^.• � � i o / 5. ExGAYMTE UNSINTi18iE w1E1MAL AS NOTED. ro THE '1C HOREQON'., FOR A
� / HfOfHLZ. DISTANCE OF 5 SURROIN�/)MIG THIS LEACHING FEID. AMD REPLACE WITH �!`
Off.
\ o / h w y CLEAN SAND PER 310 CUR 15.255 ro THE TOP ELEVATION OF THE SAS. ZONING DISTRICT: AC-1 Phone - (508): 771-7502
mmura
INSULATE ALL PIPES ACINST FREEZING AS MIRED WHEN LESS MW 3' UI� REA A = Z 6 ' ��
of COVER. MN Lor FAAfp� 25 www.boxter-nye.com
77 -7622
•
FRONT YARD - 30'
�?
7. THE SEPW SYSTEM DESIGN[ INCLUDE GARBAGE GRADER FRONT� / DISIaOSAL& SIDE YARD = 10'
� � 15 STAM STAMP
& �{Q[� THE OONTRACIOR SHALL CONTACT DIG SAFE (AT 1-EWBB-DIG-SAFE) OYEIw 06TRMCIS: GP. - GROM OF
�NTER PRO 110N
AND UTILITY COMPANIES 10 LOCATE ALL DWING UNITES, AT LEAST 72 IAO
h ti 8'^ 2' �.� � � -� � � 8 i.3 HOURS BUM THE START OF CONSTRUC7pN. THE CONTRACTOR SiWL SEE 1994 PINNfrJ Lidr10 I�HSDN N0. 1L91B OF OPEN SAKE SLAIMSM'RI PLAN
�� OETETLANE THE DUCT LOOCATON, BOTH HORIZONTALLY AND VER " OF ALL DECISION CANS FOR REDI/Ci101 pl SSE RlDI IT 10 10'AND APPROVED L015 PHEN N
82.8 / i DOSING UNITES BEFORE THE START OF ANY WORK THE LOCATION OF A rn
82.8 / NAME REDUCED LOT AREA REIX48 fTS y
� / DDSTNG UNDERGROUND UTILITIES ARE SHOWN N AN APPROWIAIE WAY ONLY. o -+
_ MAY NOT BE LIMITED ro THOSE SHOWN HEREON AND HAVE NOT LEDO 5.)A IRE SfARC,'H HIS NOgr l#!�1 PFJ1�11Mm FOR 1H5 SITE F DE7E1lINED ,9 30216
�WEPENDENMY VERFI D BY THE OWNER OR ITS REPRESDVTATW- 1NE
CONTRACTOR AGREES TO BE FULLY RE90ME FOR MY AND ALL MMAGES
TO LE NECESSARY, A TREE SEARCH SHALL BE PERFORMED BY OTHERS o `U/STEAD
8� Y TR #? WHICH MIGHT OCGS0 ED BY THE CONTRACTOR'S FI M TO LOd TE THE �F S/pNAIt-
PROPOSED E�.\
S G
P .aUTILITIES ELEVA70N WORMATION OFFERS FROM PLAN 6) THE PROPERTY LINE I IMNION SHOWN 6 QED ON aNBfr ANM/llM.E RED011D NFORINION CDN=W OF FL40 AiD OEM
" IFORIATION. 1FEY PCONITtACTOR SHALL NOIFI' ENGINEER' HMNHEDIAIELY FOR 2d -2.c��:?
1wWARPQSSEAE REDESMpH. AT UTILITY IRIS EbS1ID FFAOIAIES SHOWN HEREON TEMP OBTA/ED FROM AN ON THE GfDIIO FE1D SURVEY PEIW ED N lWAXIFR NYE ENGIEE]WifG a SURVEYING ON MAY 15, 2013
Q 7 1- WATER �' -, CROSSINGS. VERIFY N FEED THE 1AG1110N /
O SERVICE ,-p # NVINIS OF ELECTRIC, GAS, TELOWNE a DATA/COW AND RELOCATE LF 7.) COMLMIM PANEL MADER MOW OMC WITH AN UMW DATE OF A XW 19. 19M
�j TP q til 80.9 CONTRACTOR CONnjcw SHALLm P �UNDER(MWS PER THE ENGINEERS UTILITIES AS DIRECIM REOP� TE nDw MWAM WE MAP CUM THIS A AS ZONE C CONSULTANT
ZO! x
#4 9. THE PROPOSED UiMJIY CONNECTIONS SHOWNH HEREON ARE SCHE]N11C. 8`)
��` i FINAL LAYOUT SHALL BE AS DETERMINED BY THE APPROPRIATE UR
-"^'+� \ COMPANY. SITE 6 NOT W IN N AN ACE.C. (AEA OF CRITICAL E NMION ENZAL
TP #1 ,/ NESP MAP OCTONR 1.. 2010 13TIMARD N O= OF RARE WWDUFE-
1 FOR USE WITH THE W WMEiLANDs PROTECTION ACT IWEGUAIOI6 (310 CHHR 101'
CONSULTANT
LEACHM/ • SITE DOES NOr OWIAN A CERTFED MOW POOL. PERK NHESP MAP OCTOIitR 1. 2010 �+ VER AL POOPS.'
• SITE 6 NOT WITHIN A PIWpWITY NAS WT PER NESP MAP OCTOLER 1. 2010 14 MiY NOIXS OF HIRE SPED ES FOR SPECIES UNDER THE MWICH SEnS EIDVXM
b 80.3 / NITROGEN LOADING AT�SEEEPPRIOR SPECIAL POW AND SL AESUA1Df6 (21 CN"0X
803 / R�E>tRAL: 3 BEDROOMS
S APPROVAL • SPLX,'ES ALT.'
WITHIN
. Y 11D/HWE' SITE 6 A SUOE AIPFOO ZONE I COW WILIER RE'H W PROHLX.9W AREA
• SITE 6 WITHIN A ZONE OF OONTIOUTIQI TO A SALIMATER BMW
TOTAL DESIGN FLOW - 330 GPD (t1N0bTABIE tLO H RELw 3�-�5�
/ / GARBAGE GRINDER (NOWT NLy.UDED) = N/A PREPARED FOR
� FF. � �� � -� / PERC RATE _ >5 iN. / NCH 9.) URRTiY f�fAM710N g� HE7lEE1�
(CLASS 1) .THE CQnRACILIR SIM OWTACT W SAFE(AT 1-NHN-pG-SAM AND UMY OWANES 70 LOCATE ALL BUM UZI S� AT LEAP 72 HOURS POW TO THE START OF
IL 'a4.0 LIAR = 0.74 GPD/S F.79"� COIf,S11111CIIQl. THE LOCATION Or ENS7NG UDEAGAOUD NFRAS7iIIICI!K UR11E'S, CODUIS AND EVES ARE SHOWN N AN APPROaA TIAY 1E OILY. wY NOr K WIFE 10
UK LFACHNG AREA OF SAS REGI/IED: THOSE SHOWN HERON AND HK BEEN RESEARCHED WED ON THE ANNMARE URiiY WCM1119 NOTED IEiJEON. THE CONTRACTOR AGREES 10 BE FULLY 116POI�E FOR ANY - smkMa �+
20.6' ` &A 20 L.F 4" \\ � J ' TP��a 330 GPD/ 0.74 GPD/S.F - 446 S.F. MN. AND ALL DALA1iE'S WRHK,7H IIBHf BE OOGISNED BY THE� FlMJAE In LOCATE SAD NHTaWS1RlRC1UWE AiD LiiMiTES L7XACiLY. LF FM1D CONDITIONS D� FROM Bay " c.
SCH PVC O PAOP06ED SYSIH]t PLAN INFORMATION, THE CONTRACTOR SHALL NOW THE ENG W WMEDAIELY FOR POSSDIE REDESIGN.
29 ; .d S=2x 79.a 8 3WIi»H 3 W OF SM 2' OF STONE A LEXHING S �T ENDS UNITSSOUn#§MWO FRDM PLANS NO KM CMm WN OBSEIM E1AtE1DE OF UTILITIES 1D KMIOP A VEM N'THOSE U�.RGROUND URRIES. HDW MR MW Bayberry Square
OPEN SPACE DNr�rAUM THE EXACT LOOM OF UDERCROUND FE41M CANNOT LIE ACC RAINY. COMPLETELY AND RELPAY DEPICED. *1ERE ADDITIOfW. OR MORE DEPRED �`�, � OGVdG
' �N to � \ SDEWWL ARM- (25' + 12�2 x 2' DEPTH s 1�SF INFORMATION 6 ARXIIIIA THE CLNENr 6 ADUSED TAT Demo MAY K NTEMARY,
y�, >IOTTDY AREA (25 X 12�
wl
N NAIL SET IN \ � TOTAL EFFECTIVE LEACHING AREA - 448 SF •TOWN 0M SOW SHOW ON THIS RM RN C-O-W WRIER DEPART M SI(E1W 700 OW 04/Z6 M
Iw W PINE o. �• 78.9 SYSTEM DESIGN CAPACITY = 448 SF X Q74 GPD/SF = 332 GPO •GAS SERIAr,E SHOWN Of RAN PER COMIMATDN OF NATIONQ GRID SIXETpI PLAN No. Slif2776 - -
5 tF 4 SCH 40 o EL = 8200 SEPTIC TANK S046 -330 GPD x 200M - 660 GAL
PVC O 5a1% (N 0 78.9 1$p• a� WED 5116113 AV FEED LOCATION OF W SAFE IMRIM
b 3»CULTEC RECHAR(ER 70.2 i!+ USE ISM GALLON TANG MN. • O.ECIRiC LIE S NOWN ON ILLS RAW FROM FEED LOCATDN OF DIES SAFE MARIOHGS
BOX 300XL CHAMBERS x \
15' �� am U)*P4mis DAIS siN:wO
WAM OF HEALTH AGENT:
BARNSTABLE
6 lF 4- SCH 40 N � o 0 o it SOIL EVALUATOR:
PVC o s-ix p STEYE 'WN.SON. P.i- _
i ! 25' � J'� DQkD1A Z. AIIORANDI RS
L.C. LOT 35 7M Prr ) TM Prr 2 TEST Prr 3 TEST PIT 4
Ot
8 ��\ 19,712 S.F + - GS E = sQo GS.E = 802 G.s.E - 79 7 G.SE = 7ga
$ RESEkW <\ 0.45 AC +f O
J Zc� : ORGANc 0 ; oAawlc 0 `ORGANIC 0 ; ORGANIC
. - - - on
� L.C. LOT 34 A ; 1OVR 3/4 ; LOW SAND Ap ; 10YR 3/6 ; LCAW SAND Ap IOMR 3/3 : LQAYY SAND Ap ; IOYR 3/4 ; LO WY SANG
24,128 S.F. +� \\ s-.A-
} 0•6 AC ♦� �� � ' B : 1OYR 5/4 ; UWN SAND B ; 10YR 5/3 ; LQAYY SAND B ; 10YR 4/6 ; LOAMY SAND B ; fOMR 4/4 ; LOAMY SOO 18�E �YA710N V
1' C H
10=19- 10-20- -22- 9--21- FIN&C FLOOR ELEVATION 84.0
9 /
SIRATFIED c : 10YR 6/s ; STRATIFIED
Ir
STRAIFIED C STRAT
SEER INVERT AT HOUSE 76.4E QL
N c ; 10YR s/s ;
/ ; 10YR S/4 ; FED ; OAR 6/4 ;
SAND SAND SAND & GR6IE1. SAND & GRAVEL SEINER INVERT INTO SEPTIC TANK 76.06 N
\ ` 19-132- W/ COBBLES 20-131r W►/ COBBLES -1320 w/ COBBLES 1=13L3- W/ COBBLES SEWER INVERT OUT OF SEPTIC TANK
75.76
15' REAR SETBACK SEWER INVERT INTO DISTRIBUTION BOX 75.70 N
SEWER INVERT OUT OF DISTRIBUTION BOX 75.50 .� a Q
SEWER INVERT INTO LEi1CHING CHAMBERS 75.40 W L.
L78. NO WATER ro 132E N0 WATER ro 138- NO WiATER ro 132- NO 1wiER ro 138- J .0
71.9 170.69E RATE- >5 W W RATE- >5 M 11 N RATE- >5 IN/MI RATE- >5 NLN/w BOTTOM OF LEACHING TRENCH 73.40
NO GROUNDWATER OBSERVED TO ELEVATION 67.7
s6110-w X �,��_"� L >
�' 1 CERTIFY THAT N APIZM,. 1995. 1 HAVE P� THE 90tf.. EVALIM7OR'D�AMNA110N APPR0IED BY THE DEPAR'IIENf OF
1 78.1 ENVIRONMEN AL PROiECTION AND THAT THE ABOVE ANALYSE WAS PERFORMED BY ME CONSISTENT WiTH THE REQUIRED TRAiINGr U
29 EXPERTISE AND DE'9CRNBED N 310 CR 15.017 w 0 4
Go
SDNNTURE 47
DATE (o•_ ,.. O C
(SE M) tr U 4)
a N Q U
Z
TYPICAL SYSTBA PR�OFLE
O
Wr i0 SIMILE 3 » CULiM REC HARGER 33001E 3.83E a
LIST. LIME IN
APPROXIWiE TOP OF
0 o4.33E 12-
FINISH FLOOR - $4.0 3.83E W
SET ALL MAN WLE COVERS ro WITHIN 6' o
7FINISHED GRADE - 81.50t OF FINISH GRADE RISERS A COVERS
SHALL BE MATERnG HT 2' 21' 2'
25' w
GRADE aA�ETr rAwrc = 7g of �� GRADE » 79.0k a
FILM OF PLASTIC LEACHM o
RISER. TYP. RISER FM4m GRADE OVER IFACNG TRE1rCHR = 78.Ot
}
20 LF»4- SCH 40 TOP OF TAN-772319T 3' �, TOP OF TMK-76A5 OQMPAL�ED FILL.
NO SCALE m
9 (^�^) Corer INSTALL INSPECTION PORTS N O
Nrl/ DINT = 76.4E PVC 41S=20X 5 LF-C SCH 40 PVC MS-111% rB LF-C SCH 40 PVC MS-1ADW 36- (mox) Cori ACCORDANCE WITH WA FACTURERS
4--; FIRST 2' (10 BE LEM) 2- LAY R DOUBLE WAS M STONE �TIONS FI ISF D GRADE Z
CH. 40 PViC 3 » CULTEC RECHARGER 3300XL (OR
NV N=76 06 L �yH, .• OUf=75.76 MU � r C 41 ER 70P F per 0 CMR� � EQUAL) LEACHING CAMBERS 36' x.-g'MIN COMPACTED FILL SHEET TITLE
H TEE (14 MIN., - SWAMP -� �T->5 E 7L�� . ...........:....................... Se tic Plan and Profile
�+ 4- SCH ,o PVC 2- of PEAR STONE p
• G� BAF711E • �► CHAMBER W N- 75.4 24-
OR FILTER FABRIC
In RENFO(tCm CONCRETE 6• INUs♦fDL DEPTH
E BOr. 3/4- TO 1 1/2
STONE BASE 6- CRASHED DOUBLE WASHED
24 STONE EFFECTIVE
p� • • STONE BASE •
fy T� a ,•,• i,. • �-jam•:, • .�,-.r� DE.f:-r+r.-•;.���T 117
•� ;, ;,- - t .! ... <.• . .• :.:.?T. SHEET NO
ZIP5'
UNSUITABLE SOILS. THE FEASRpE ELEV (TOP .Di51FBMON BOX OF SAS), SHALL BE REMOIJED TO THE -CHORWr 383E 4.33E 3.83E
AS REQIlNtED - SEE CONSTRUCTION NOTE NO GROUNDWATER TO ELEV 67.7
WO GALLON ONE-CMARTMW SEPTIC TANG sHOREY ON A LE LL STABLE IAL
�� � C2m0
o TO ff lNST�rn
OUfLENT STAVE BRSE
0 ro BE INSDIL M ON A LEVEL STABLE BASE PLAM LEAC,M C'A�DE•LA�. DATE : 06�19�13
a ttL'COMMHDHD SEPiTC TANNIC TO BE WHSPECiED a CLEANED ANNUALLY
20 0 20 40
CULTEC 330XL OR EQUAL
J
SCALE IN FEET
0
SCALE : 10= 20'
m
DRAWN/DESIGN BY: MW CHECKED BY: MWE
O
b
JOB NO: 2013-017 CADD FILE: 2013-01