HomeMy WebLinkAbout0184 OLD JAIL LANE - Health 84'61d JaH Lane
Barnstable
A -' 278 049006
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MAR-15-2004 02 : 15 PM DOWN CAPE ENGINEERING 508 362 9880 P. 05
tel.(508)382-4641
939 main street ri 6a fax(508)362.9860
yarmouth port
mass 02675 '
down cape enginee'rin'
structural design civil engineers& land surveyors
March 15, 2004 Arne H.Olala PS.P.L.S.
Denlel A.Oiala,P.L.S.
lend court Tom McKean,R.S. C.H.O. Timothy H.Covell.P.L.S.
surveys Board of Health
Town of Barnstable
200 Main Street
site planning Hyannis, MA 02601
aempe system
designs
RE: #184 Old Jail Lane, Barnstable, MA
inspections DCE Job# 00-050
permits
Dear Tom:
This letter is to inform your office that Down Cape Engineering Inc.has performed a soil
inspection at the above referenced site,
At gam on 3/4/04 I inspected the soil removal for the leaching field,
The work was found to be satisfactory and to the line and grade specified on the approved
drawings.
I hereby certify that the soil removal has been conducted in substantial accordance with the
approved plan and Title 5 regulations.
Please do not hesitate to call with any questions or comments.
1.—=ply' e ! ��tHOF�S
$
DANIEI��
/ A.
Daniel A. Ojala, P.L.S., S.E. OJALA
Down Cape Engineering Inc. 040950
CC: Arch Construction �N=SURV��
MAR-15-2004 02 : 14 PM DOWN CAPE ENGINEERING 508 362 9880 P. 04
down cape enq Ineerinq, Inc,
CIVIL M41MR5& LAW 51MYR5
959 MAIN 5f/ ROLM 6A YARMOIMM, MA 02615
(508) 362-4941 FAX C 508) 362-9880
FAX TRANSMITTAL SHEET
DATE: March 15,2004
TO: Thomas McKean RS,CHO Town of Barnstable Health Dept,
FROM: Daniel A. Ojala,PLS, EIT Down Cape Engineering Inc. ._
RE: #194 Old Jail Lane, Barnstable,MA
DCE Job# 00-050
Enclosed please find it soil removal certification for the above site.
Please do not hesitate to call with any questions or comments.
This fax is intended for the exclusive use of the addressee and may contain proprietary,confidential or
privileged information. If you are not the intended recipient,any dissemination,use,distribution or copying
is strictly prohibited. if you have received this fax in error,please notify me by telephone or via return fax
and destroy the original and all copies.
TWO PAGES INCLUDING COVER
TOWN OF BARNSTABLE p�.a
LOCATION ��� ���'D'- SEWAGE # `'
VS VILLAGE-��� Male ASSESSOR'S MAP & LOT �
INSTALLER'S NAME&PHONE NO.19A c N eO 'vim't 5e7 22 S r :3
SEPTIC TANK CAPACITY S,dam
LEACHING FACILITY: (type) &'-Ov C,4 (size) 40 X
NO. OF BEDROOMS
BUILDER OR OWNER
PER14ITDATE: 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
/91�1 31Y13t,2F7
�� r
i
t 3
�G
TOWN OF BARNSTABLE RC' N
LOCATION /7-'J ��� //Ly. SEWAGE # 0'�
VILLAGE 3,094�� 7/����' ASSESSOR'S MAP & LOT
JY2-6 Fyrd
INSTALLER'S NAME&PHONE NO:
SEPTIC TANK CAPACITY r S d p
LEACHING FACILITY: (type) (size)
NO.OF BEDROOMS
BUILDER OR OWNER
PERMITDATE: 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
A
31 � 52
j3
�J
No. 2003 — L,7 , Fee Vd
o�., _ THE COMMONWEALTH OF MASSACHUSETTS Enjered in computer:
. Yes
PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS
Z(pphration for ;0igo!5a1 bp5tem Construction Permit
Application for a Permit to Construct Repair( )Upgrade( )Abandon( ) 1 �Complete System O Individual Components
Location Address o of No 6L >jpW, t,° .- Owner's Name,Address and Tel.No.
84- ;4y�,u tc tf!7�' q t7 F4�,ugo�a�G� pJCpx� 5t
Assessor's Map/Parcel 7 6_
Q4-q/4)b(0
Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No.
Type of Building:
Dwelling No.of Bedrooms a C� �Pf' 'n t Size 7�1) sq.ft. Garbage Grinder( )
Other Type of Building&WO& A4. No.of Person" s Showers( ) Cafeteria( )
Other Fixtures
Design Flow 3- gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank S a Type of S.A.S. d G /
Description of Soil
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 iss d by this Board
Sign Date /
/03
Application Approved Date 151,qh
Application Disapproved fo the following reasons
Permit No. .2 0 3 -60 ? Date Issued '.2 6
i
No. r ��L U - Feed t/
Zv (p`O Z.w. r ,���: THE COMMONWEALTH OF MASSACHUSETTS Ent 1 in computer: >�
-7'--
qif-
PUBLIC�HEALT.H DIVISION -TOWN OF BARNSTABLES MASSACHUSETTS Yes
Ff 2pplication for 10igpoeal bpgtem Cougtructtou Permit
Application for a Permit to Construct(v)Repair( )Upgrade( )Abandon( ) "Complete System ❑Individual Components
is Location Address or Lot No., Owner's Name,Address and Tel.No.
Assessor's Map/Parcel /
Installer's Name,Address,and Tel.No. C Designer's Name,Address and Tel.No.
J
Type of Building: 1 ^
Dwelling No.of BedroomsL �f t Size °>a sq.ft. Garbage Grinder( )
Other Type of Building C(C/O6,J A4, No.of Persons Showers( ) Cafeteria( )
Other Fixtures
r� Design Flow ? gallons per day. Calculated daily flow gallons.
Plan Date Number of sheets Revision Date
Title
Size of Septic Tank Type of S.A.S. r I
Description of Soil
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 Board ofoHealff c
Signed' Date
Date
Application Approved i .1/,J. / _S'_ Date 01 0
Application Disapproved fo the following reasons
Permit No. 2 Oy 3 -4,0 Date Issued i? 4j 0
THE COMMONWEALTH OF MASSACHUSETTS
BARNSTABLE, MASSACHUSETTS
Certificate of Compliance
A THIS IS TO C, ,.that the On-site Sewage DDiSposal System Constructed( )Repaired ( )Upgraded( )
Abandoned( )by K �1 �_rf1 APE l"'—L. , �"1 /�A]
at _�r�� !1/r� 'Ta(l Irl,n t'r �r, r r��, has been constructed in accordance
with the provisions of Title 5 and the for Disposal System Construction Permit No. o-)Uu3 4 Uc) dated /,2/ /e`I_,,_.
.^.sta'Er A 2 N Designer
The issuance of th hall not be construed as a guarantee that the system willfuction�6 des'gned.
Date,.-- Inspector ® C. y�
——————————————————————— -11-e- 7114-11--—-- —————
No. 2 o 0 !i a Fee
THE COMMONWEALTH OF MASSACHUSETTS
PUBLIC HEALTH DIVISION . BARNSTABLES MASSACHUSETTS
;Diooat *raem congaruction Permit
Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( )
System located at IKV 6 J 1�"f
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:Co struction must be completed within three years of the date of nermi
Date: 2 t` Approved by
wf ��r
f Tp c��l �Fe� C9,44 /e olluvr "P 00sv"4 /e y�nu ✓,�, / `�
C) Rf6l4let M-flG To T6("l turvii 01 Di clisutuit;; I'll
Department of Health,Safety,and Environmental Services J
Public Health Division Date 3 /,Q C
367 Main Street,I lyr anis MA 02601
1 9ARN"Aara,
MARS ✓
'r A, Date Scheduled Z,00 Time Fee Pd.
Soil Suitability Assessiitent for SeTgge-Disposal
}Performed By: 1WHAtt S, f/f�i�l�(1JotArA/6 ✓pFfN(1rI� WitnessedDy: .UON/ujf /Y/0 /AND FRS ('8%RN3Tl�,(3 �,E I��T�
,SE
i ..
UC.A. UN. i ii� t .. ..ZVC �Z�VX .. ...
...
.
Location Address LOT 1 b G p s f, �/git k)E Owner's Name F�fG w ill T�tl��®
P�•RAIYr,f91, ' /y� 026 30 46 PyvlD P14 op
Address F1,*T c THE dip AreTORY
199gOF7FQ RF$ip11kG Rt 76f}S'U,k
/�✓3RG L 6 e-/ygJL v/lalo vaieaRq VIRafr/,r✓
Assessor's Map/Parcel: 2. 7,y ` L v'T! Engineer's Name o I,y C
�//lA/5E,1zf 6/� °l flR/y0U fAAI f# m2$7$-
NEW CONSTRUCTION V REPAIR Telephone fD8 b `)SQt C -Sod-36Z�gB80
Land Use kES111�/l1j`�G�V/fC�9��k'od�sSlopes(%) S` Z Ora---Surface Stones 50Iti7� G �G� �3dUL�j �S
Distances from: Open Water Body - N P R Possible Wet Area R Drinking Water Well It
Drainage Way �/ R Properly Line-W 8A419ki R Other R
iVIo _ 4107- ®Rst-P V FD
SKETCH:(Street name,dimensions of lot,exact locations of lest holes&perc tests,locate wetlands in proximity to holes)
e Cf
0' N. N
/ bo. N 0 • ./
`�• tiZ �IJ 1I� o H *� n ���,Q
g 3Cv�'AAr I EI � ► r QO rnt QO �.
Jr A .0 o 8 3 ra • r+1 J nrr
b ,: �o0 � \1/0 _J 4
7 nl 3 . 3 2C>O ! 130 F
V 40 �' �'" a ,`• SC�JCf 1 ti — /p0 /# ~ J9�47 .9
3SE Chi
Parent material(geologic) 'G ` C G. C ` t�L Depth to Bedrock IV�O
WDepth to Groundwater: Standing Water in hole: Weeping from Pit Face A/ 0
Estimated Seasonal High Groundwater _N/0
. .... �-
'Y'Cr "..............
.>..<:ONAH :Y"S .....YYINAT
Method Used:
Depth Obsery d standing In obs.hole: 0 in. Depth to soil mottles: -NIP in.
Depth 1 eeping from side of o s.hole: 0 in. Groundwater Adjustment R.
Index Well N� _ •Reading Uate: O _ Index Well leve _ 0 All.lacier lU.U AdJ.Groundwater Level_
rr3F
r i
� � ii. :: .;:,. ..: :. : .: :•::::>;;;;;;;;;;; .. :;....*.:........
;. 'CIi,CC1Lt "ixUl ' S:X'•::..: u�le ... mtG.q
00
Observation
Hole N . ��� Time at 9" S 12; .1.0 Ob
To BorTToh d0
/r
Depth of Perc " Of NOI ti+ . , ' •'6 6 Time at 6" r j8 OD l0 r a
Start Pre-soak Time® �' 41,70 Time(9"-6") 6 1
End Pre-soak , ; 07;(JU 9 " 6`w
Rate Min./inch <6�1pT 141P_f
Site Suitability Assessment: Site Passed y. Site Failed: Additional Testing Needed(Y/N) Al
Original: Public Health Division Observation Hole Data To Be Completed on Back j
Copy: Applicant
Depth from Soil I lorizon Soil Texture Soil Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Stricture,Stones,Doulderes.
e
v,Vsurr�
O" l0`r O S�JN01` Co�M �Ik 2 QOU��J�,�S S' f/YO
l0"— 36 C®d91�i� Sfj,U� C�7x e o /3 ovCb kS
36"102" C S./LT AMP l0 Ya % A/o
142"-1561" CZ
DEED` IBSERV ,TItN MOLE LOG
Depth from Soil I lorizon Soil Texture Soii Color Soil Other
Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Doulderes.
e
0 -a rr
1/7
34"_120r S�aMOUf�C
1 �
Y r O�s�cRVA IO Y1O ,YI; , ... . Y o
Depth from Soil Ilorizon Soil'rextnie Soit Color Soil Other
Surface(in (USDA) (Mimsell) Moulin. (Structure,Stones.Uoulderes.
e
> DEP OIS1ItVATIOI'VIOI.I;LdGXalc; , ,;
Dcpth from Sod 1lorizon Soil Texture Soil Color Soil Othcr
Surfacr(in.) ,.. (USDA) . (Munsell) Mottling (Structure,Stones,loulderes.
Consistency.eGravel)
Flood Insurance Rate Man: 64RAI S T iq,yc_F C, P,,V� 2 5-0001 0003 D
Above 500 year flood boundary No- Yes
Within 500 year boundary No Yes
Within 100 year flood boundary No v Yes
Depth of Naturally Occurring Pervious Material
-Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the
ari a proposed for the soil absorption system? °l�S r
If not,what is the depth of naturally occurring pervious material?
Certificatioir
I certify that on Olt 97 (date)I have passed the soil evaluator examination approved by the
Department of Environmental Protection and that the above analysis was performed by me consistent with
the required training,expertise nd experience described in 310 CMR 15.017.
Signature `%GdG�IEGS,.�19k1 SE Date
TES
w
All windows to be double-hung sash
' unless otherwise noted.
Finishes:
F DECK
_ External walls to be finished in cedar
r shingles.
Roof to be finished in asphalt tile.
a
_ jtj 4
H
a BEDROOMI
a t g DINING/LIVING ROOM a
L El
s HV
-
�� 1.
Waft A—.H a Cr
�PuOaawn SCREEN PORCH .
—TI
BEDROOM 2 KITCHEN a
a BATHROOM a
B
GROUND FLOOR D
}
wA,ER�Da a 61 3
�` Rwison 0ela0s BY Dale SwIft
rm I
u :-�_------ D2 GRAPHICS
88aadsl Wdst RaaO
xM
J —PWIIH Epp E°MIEtFnR1R - DY(el O
%9Di-
IPA
C��'�,•' -t?:.''-y_y a TM.01993811739
b vengawMl�T a Mail,07N 143401
war lEv[ima0�m k - - E-IL Deve♦3D2gwtfts
f�� T a9wuTuw A
' V N
R Old Jail Lane-
^' ———————— --------------EM-------- -- :r: Proposed House
a ,iassml.E�,roasEawcEe ' - DrevAn9Tl9a
ENTRTT'IKKi9EWPHRLMBM6
9awA•,W°�wPE Layout Floor Plans i
Ezluw�u°vema
wT ui°w er.s�EsleiPr —
•um
- �t I
Bwk Data
BASEMENT B
D 1i48,IAl Dh kaE t2Ap,p�f103M�
..aRWaPeWaTeeE.T AP
DD
' �IP,E�WRRTOPRwaE
EPMa. � _ _ OreWrg Num09r
i AL/01 A
4
TOP FNDN. AT EL. 92.0' SYSTEM PROFILE TEST HOLE LOGS
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE) MIKE FARlA, SE (TEST HOLES 1 & 2)
ACCESS COVER (WATERTIGHT) TO ENGINEER:
91.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 91.0' DONNA MIORANDI, RS
0 WITNESS:
2" DOUBLE WASHED PEASTONE I- W
RUN PIPE 3 /8 00
89.0' FOR FIRST EEL ' DATE: l I RTE 6A I
PROPOSED 1500 3 MAX. PERC. RATE _ < 5 MIN/INCH (MS)
88 75' GALLON SEPTIC 88 50' 88.0 CLASS I SOILS P# 9704 Z
TANK (H- 10 ) GAS i
87.50' l� O M� C� E1 � 0 C7
BAFFLE
87.67' 0 87.17' 17100C3 E EaE0
MIN
2 171ED0ED 0 a0c. 1-71
( % SLOPE) t___ 6" CRUSHED STONE OR MECHANICAL 2' 0 0 O 0 C� t'� C C] 85.17'
COMPACTION. (15.221 [2)) MINlftO . Q ELEV'
DEPTH OF FLOW = 4 ( 3t 7. SLOPE) ( 1 SLOPE) 3/4" TO 1 1/2" DOUBLE WASHED STONE ' 0" 91.0' 0" 89.0 RAILROAD
TEE SIZES: O/A O/A Locus
i l
INLET DEPTH =
10 tt.1T SL,` UNSUIT. /SL ' UNSUIT.
14" 1Olp 1OYR 5/8 12" 10YR 5/8
OUTLET DEPTH :
L:LOCATION MAP NTS
74.0' B i B
LEAFOUNDATION- 11' SEPTIC TANK 27' D' BOX 11' FACC-LING j i F,
FACi_ITY LS UNSUIT. �LS UNSUIT. ASSESSORS MAP 279 ARCEL 49-6
C,A TEST HOLES PERFORMED 11/19,'03 36" 10YR 5/8 ., 34" 10YR 5/8/ RG DISTRICT
CO BY A. OJALA, PE (UNWITNESSEG) g
LA 4 92.0' 4 2 4 92.0' // YARD SETBONTACKS:
AC 30'
.0. LOT 1 Q ___. Q: so.o' C1 ,C1
q: ' � • SIDE
88.790 tSF u:T, 5L UNSUIT. / PERC 15,
�. 8 YR 8:••'. UNSUIT. 8 $" OYR,S PERC SILT LOAM, SILT LOAM UNSUIT.
REAR = 15'
6 g / UNSUIT.
sl PLAN REF. - 444 34
UNSUIT. UNSll1T. /QY /s UNSUIT. 10YR 7/4 10YR 7/4
o ;s/ 1 R " 120" 79.0'
36' 36 36" 102 82.5 '� FLOOD ZONE: C
AP DISTRICT
/SL Z�:'SL UNSUIT. / UNSiItT. UNSUIT. C2 C2
10 7/ DYR' a 10Y�'7/4 Ms M S
-II 72" /. 86.0' 72 72" /
1' Z8
$� 2.5Y 7/4 2.5Y 7/4
C2 C2 C2
�<0 � MS STONES MS STON-2'S MS STONES 156" 1 78.0' 174" 74.5'
2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 NO WATER ENCOUNTERED NOTES:
120" 82.0'
i 20" 82.0' t 32" 79.0
NO WATER 1 , DATUM IS ASSUMED
-.- ---
J NO WATER ENCOUNTERED 2. MUNICIPAL WATER IS AVAILABLE _
I ��
ENCOUNTERED i L.�I,_�
) E� �C DESIGN: (GARBAGE DISPOSER Is NOT ALLOWED ) 3. MINIMUM PIPE PITCH TO BE 1/8" PER FJOT.
m DESIGN FLOW: 3 BEDROOMS ( 1 10 GPD) = 330 GPD 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10
USE A 330 GPD DESIGN FLOW 5. PIPE JOINTS TO BE MADE WATERTIGHT.
Q 5' REMOVAL OF UNSUITABLE SOIL REQUIRED 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
J ti AROUND PERIMETER OF LEACHING FACILITY, SEPTIC TANK: 330 GPD ( 2 ) = 660 ENVIRONMENTAL CODE TITLE V.
�W TH2 DOWN TO SUITABLE SOIL LAYER (TO C2 - SEE
TEST HOLE LOGS 5, 6, 7 - DOWN APPROX. USE A 10 GALLON SEPTIC TANK 7. THIS PLAN IS FOR PROPOSED SEPTIC SYSTEM ONLY AND IS NOT
a7 a 6'), REPLACE WITH CLEAN MEN. SAND. 50 TO BE USED FOR ANY OTHER PURPOSE.
ENGINEER TO INSPECT AND CERTIFY REMOVAL LEACHING: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC.
2(30 + 9.83) 2 (.74) - 117
90 7' / PORCH It �° SIDES: 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT
BOTTOM; 30 x 9.83 (.74) = 218 INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED
FROM BOARD OF HEALTH.
PROP. TOTAL: 452 S.F. 335 GPD
ow DWELL
TF a USE (3) 500 GAL. LEACHING CHAMBERS ACME OR
92.0' EQU^>_) WITH 2,5' STONE AT SIDES AND 2.25' AT
0� 06 ENC'
4 LEGEND
TITLE 5 S/TE PLAN
eg � ��/. � `�' 100.0 PROPOSED SPOT ELEVATION pF
LOT 1 OLD JAIL LANE
ss 100x0 EXISTING SPOT ELEVATION
va �H3 IN THE TOWN OF:
l oo PROPOSED CONTOUR B A R N S TA B L E ( VILLAGE)
�g 6� ANN WHITEHEAD� l 1 U0 EXISTING CONTOUR PREPARED FOR:
e DAVID DUNLOP
�l8 oa EMILY WHITEHEAD
30 0 30 60 90
BOARD of HEALTH
19 9
5' `� APPROVED DATE MA SCALE: 1" = 30' DATE: AUGUST 2, 2003 3 '
S� \ REV 12/2/03 (MOVE SEPTIC)
BENCHMARK: NAIL SET IN ��
�� c off 508-362-4541
TREE AT EL. 92.0' fox 508 362-9880
ARNE Of
o down cape engineering, ine. H, AR H.
OJA
CIVIL ENGINEERS ��;, No 26 � N
- - LAND SURVEYORS "��F`ss
\ 4* STt
AL LN6
939 main st. yarmouth, ma 02675
00-050 ARNE H. OJALA, P. .L.S. DATE
• r
SYSTEM PROFILE
TEST HOLE LOGS
E ND TOP FNDN` = 93.0' ,
ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT TO SCALE)
SEPTIC DESIGN: (GARBAGE DISPOSER IS Not ALLOWED ) ACCESS COVER (WATERTIGHT) TO A,H, OJALA, PE
100.0 PROPOSED SPOT ELEVATION WITHIN 6" OF FIN. GRADE ENGINEER:
DESIGN FLOW: 5 BEDROOMS ( 1 10 GPD) _ 550 GPD
92 MINIMUM .75 ROUTE 6A
OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER SYSTEM � WITNESS: DONNA MIORANDI, RS
f;
.: 84.0
10Ox0 EXISTING SPOT ELEVATION USE A 550 GPD DESIGN FLOW
y RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 1 1/16/20Q0 o
100 SEPTIC TANK: 550 GPD ( 2 ) = 1100 \ 90.0' FOR FIRST 2' < 5 MIN/INCH
PROPOSED CONTOUR PROPOSED 1500 81 .0' PERC. RATE
USE A 1500 GALLON SEPTIC TANKAA
100 EXISTING CONTOUR ____ GAuoN sEPTIC 89.50'
-� 89.75' .,. ,. ._.. . � CLASS I SOILS P# 9883
LEACHING: TANK (H- 10 ) GAS
SIDES: 2(56 + 8.83) 2 (.74
191.9 ' BAFFLE 80.77' 04 80.6' �' 80.5' �' 2' ® SIDES --__ RAILROAD
MIN LOCUS
BOTTOM:
56 x 8.83 (.74) = 365.9 ( 2 % SLOPE) �6" CRUSHED STONE OR MECHANICAL 2'
COMPACTION. (15,221 [2]) $� ,. ELEV. ELEV.
TOTAL: 753.8 S.F. 557.8 GPD DEPTH` of Flow 4 5 �$
025$ 14 ftg o 78.5' 0., Q p„ Q 86.9'
( R SLOPE) 85.0
USE (8) H-20 HIGH CAPACITY INFILTRATORS WITH TEE SIZES: 0/A
,. INLET DEPTH = 10" 3/4" TO 1 1/2" DOUBLE WASHED STONE SL O/A
3 STONE ALL AROUND AND 14 UNDER
14"
OUTLET DEPTH = 3" 7.5YR 2.5/3 LS
E 6,. 10YR 4/1 LOCATION MAP No SCALE
3 LEACHING 5.5' LS
FOUNDATION--- 10' SEPTIC TANK 156' D. BOX '
FACILITY 8„ 10YR 4/2 B ASSESSORS MAP 278 PARCEL 49-5
BOARD OF HEALTH ZONING DISTRICT: RG
B 10YR 5/8
YARD SETBACKS:
MA
4
APPROVED DATE
LS 30 C 1 84. FRONT = 30' ,a
BOTTOM TH 1 = EL. 73.0'
40„ 7.5YR 5/6 81 6' LS SIDE = 15'
60"
2.5Y 6/6 REAR = 15'
C 1 FLOOD ZONE: C
� .FJ9.0p C 2
LS
LS
8 4
>p
10YR 7/4
- 2:5Y 7/4
105"
00 C 2
LS LS
CI
2.5Y 6/4 2.5Y 6/4
�p1.65 144" 73.0' 132" 75,9'
\\ 699 NO WATER ENCOUNTERED
0
92
--- 94
r
0.00
440.83
6' 297.39'
_ -80 1 1 .6
W � 6 191 .42' m66
D `
R.00 \
7 g_ 1.. �8 Roo � +J9� LOT 74-21 ,r
\/
O
105,257 SF A(b
009 80 C .,�{ Acq'es) ! +660
�/ * \\e.20 `\ R.00 90 �h 0.00
BO ,�
Poo
00 6,17
V tk J
,
1
0.00 6.00 6
95 / ��
65 PROP. GAR
\ ® ® SLAB EL. 95.0' 2.16
TH1 +95.0
W: 482.05 93 6 b ,,^.1➢'18.. 0,00
� � 4 T^ AA\\� Tl TLE 5 Sl TE PLAN
OF
+,.57 94 LOT 7 OLD JAIL LANE
Soo 92 �-
a $� IN THE TOWN OF:
., a66 zs
'00
' BARNSTABLE (VILLAGE)
+79.19 PROP. DWELL. I
TF = 93A' g6 . PREPARED FOR
1�� -DON AND DENISE . ENGEL
J6,30 {69.35 _ +B4.69 j
_ 30 0 30 60 90
�,.�- 93.8 84--- -- 2
93.0
u
S�6• SCALE: _1.. = 30' DATE: FEBRUARY 27, 2001
1Q �
82-`
DO
cp
4 80 .
, w
00
a NOTES: SLEEVE SEWER LINE FOR 10' EITHER SIDE OF CROSSING S
WITH WATERLINE i
OF
1. DATUM IS APPROXIMATED FROM BARN. GIS oa�'� ARNE ,�`H Of
t
ARNE K
2. MUNICIPAL WATER IS AVAILABLE
o�A
n FOOT, o N
R �►
3. MINIMUM PIPE PITCH TO BE 1/8 PER 00 A o.26348 - t y
FOR ALL PRECAST UNITS TO BE AASHO H- 10 f s �? e H 2 O/
4. DESIGN LOADING 0 L
PI JOINTS TO BE MADE WATERTIGHT.
5. PE J AR ALA N L N DATE
6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS.
ENVIRONMENTAL CODE TITLE V.
7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE
USED FOR LOT LINE STAKING.
8. PIPE FOR' SEPTIC SYSTEM TO SCH. 40-4" PVC.
off9, COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT 541
fox 508 362- 880
INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED fox sob 362-9880
FROM BOARD OF HEALTH.
10, CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE Q,OW11 Cape e11�'Illeel"lll�, 111C.
LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR
TO COMMENCEMENT OF WORK.
CIVIL ENGINEERS
.; LAND SURVEYORS
939 main st. yarmouth, ma 02675
00--316
i