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Town of Barnstable
Regulatory Services
rt Thomas F.Geiler,Director
MA88 g Bu
ilding
din
gDI Divis
ion
b ►�� . Tom Perry,Building Commissioner
p 200 Main Street .Hyannis,Yes,MA 02601.
www.town.barnstable.ma.us
Office: 508-862-4038 Fax: 508-790-6230
PERMIT# L Z FEE:.$
SHED REGISTRATION
200 square feet or less
Location of shed(address) Village
Property owner's name Telephone number
Size of Shed Map/Parcel#
_
Date
Hyannis Main Street Waterfront Historic District?
Old King's Highway Historic District Commission jurisdiction?
If over 120 square feet,you must file with Old King's Highway
Conservation Commission(signature is required)
Sign off hours for Conservation 8:00-9:30&3:30-4:30
PLEASE NOTE: IF YOU ARE WITHIN THE JURISDICTION OF ANY OF THE ABOVE
CONDESSIONS,THERE MAY BE A REVIEW PROCESS AND APPLICATION FEE.
PLEASE SEE THE APPROPRIATE COADUSSION FOR DETAILS. G
i
TIUS FORM MIDST BE ACCOMPANIED BY A
PLOT PLAN
Sign i
Q-forms-shedreg
REV:05201
Nov 27 00 12: 08p : RC HOMES (508183.3-8866 p. 2
11/27/2000 10:33 5085490796 CARMEN E SHAV ENVIRO PAGE 04
I
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ro THE BEST OF MY KNOWLEDCE, THE PLOT PLAN OF LAND
FOUNDATION SHOWN ON THIS PLAN IS AS LOCATED IN
IT ACTUALLY EXISTS AND CO.NFORms To CUMMAQUID, MASS.
II+ THE ZONINC RECULATIONS IN THE TOWN OF ` RIDCEWOOD CUSTOM }?ONES
BARms-TABLE, REGARDING YARD SETBACKS."
1 DATE, NOVEMBER 22, 2000 DATE: ►f/2P/00 SCALE: f"
j
CARMEN E. SHA Y
ENVIRONMENTAL SERVICES. INC.
_ ILI' _— 34 Thatchers Lane, E, Paimoulh, MA 02536
FLOOL ZONE: C (NON-HAZARD) (508)--548-0796
TOWN OF BARNSTABLE BUILDING-PERMIT APPLICATION
Map 3 I9 Parcel ' Permit# `/� -_2
Health Division -ma�ZOVV 9 Ze -77 ~ Date Issued
Conservation Division -zor Fee SEPTIQ STD MLIST BE
Tax Collector INSTALLED IN COMPLIANC
WITS!TITLE S
Treasurer ��� 4`�7� � .� - ENVIRONMENTAL CODE AID
TOWN REGULATIONS
Planning Dept. N 1 .A- '
J
Date Definitive Plan Approved by Planning.Board
Historic-OKH Preservation/Hyannis
Project Street Address /LI ,e9X),,5_
Village A 7; 'A �
Owner C t �� �� �---. Address f48 µ ST W_�
Telephone - 729-S`fD3
Permit Request CAAA S WCK_ A, 7WO S-MiZ�< COLOAW
Square feet: 1st floor: existing proposed 2nd floor:existing proposed Total new�y�8
Estimated Project Cost Zoning District Flood Plain Groundwater Overlay
Construction Type A000p
Lot Size Grandfathered: ❑Yes ❑No If yes, attach supporting documentation..
Dwelling Type: Single Family Two Family ❑ Multi-Family(#units)
Age of Existing Structure Historic House: ❑Yes ❑No On Old King's Highway: Yes ❑No
Basement Type: qDtull ❑Crawl ❑Walkout ❑Other
Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft)
Number of Baths: . Full: existing new —7,r �d Half: existing new J�
Number of Bedrooms: existing VJ new
Total Room Count(not including baths): existing new First Floor Room Count
Heat Type and Fuel: XGas ❑Oil ❑ Electric ❑Other 2d4Z& �-
Central Air: $ Yes ❑No Fireplaces: Existing _ New i Existing wood/coal stove: ❑Yes ❑No
Detached garage:❑existing ❑new size Pool:❑existing ❑new size Barn:❑existing ❑new size
Attached garage:❑existing Knew size 224 Shed:❑existing ❑new size Other: -
Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑
Commercial ❑Yes ❑No If yes, site plan review#
Current Use Proposed Use '
1B'U^ILDER INFORMATION
Name R1 c9�'6 R KG_5 Telephone Number, S'?r-7.?�—Y-9;/p;5—
Address PO 20,-)c [.6G3 .License#
Home Improvement Contractor#
Worker's Compensation#
ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BE TAKEN TO
SIGNATURE DATE
\`Y
FOR OFFICIAL USE ONLY -
PERMIT NO.
• _ � ,, f , - '� Wiz• u -
DATE ISSUED'
MAP/PARCEL NO.
}
ADDRESS ' s 1 VILLAGE
OWNER �t t. f" ; "' d < " ' t - s• , ,
„ . r I 4 T -. JF i` � -xf ` d. .f •• _ 3 ' ,t � .t13 _ =.y ` - r` � � •
DATE OF INSPECTIONr
F..OUNDATION '
FRAME -
INSULATION
FIREPLACE
_ lit i ,•
ELECTRICAL: ROUGH FINAL
PLUMBING: ROUGH FINAL
�k GAS: _ ROUGH ' FINAL
j, FINAL BUILDING -.� "Z3' yOd E f : ' - ` , � •`
' r fit. ' � Y + .. .'� - • _ } _ •
`� �` � � � .. ( < • i '_ � ' , mow. - � f � r•r', ' � .,
t DATECLOSED OUTERtc
t1P+I t l- o-ASSOCIATION.PLA
Go 0
00
ms
d.i 4
TOWN OF BARNSTABLE
CERTIFICATE OF OCCUPANCY
PARCEL IDF349 095 GEOBASE ID 25218 '
ADDRESS 3HAMSTEAD LANE .PHONE
BA INSTABLE ZIP -
LOT 4 BLOCK LOT SIZE
DBA DEVELOPMENT DISTRICT BA
PERMIT 53521 DESCRIPTION CERTIFICATE OF OCCUPANCY--BLDG PMT#45892
PERMIT TYPE BC00 TITLE CERTIFICATE OF OCCUPANCY
CONTRACTORS: Department of Health, Safety
ARCHITECTS: and Environmental Services
TOTAL FEES:
BOND 1NE
CONSTRUCTION COSTS $.00
756 CERTIFICATE OF OCCUPANCY 1 PRIVATE tt)
* BARNSTABU, •
MASS.
1639. A�
ED MAl
BUILDING DIVIS ON. k "
BY
. . DATE ISSUED 05/23/2001 EXPIRATION DATE
TOWN OF BARNSTABLE
BUILDING PERMIT
PARCEL ID 349 095 GEOBASE ID 25218
ADDRESS 33 HAMSTEAD LANE PHONE
BARNSTABLE . ,, ZIP -
LOT 1�4 BLOCK LOT SIZE
DBA DEVELOPMENT DISTRICT BA
PERMIT 45892 DESCRIPTION 2 STORY SING.FAM.HOME SEPTIC NO.2000-272
PERMIT TYPE BUILD TITLE NEW RESIDENTIAL BLDG PMT
CONTRACTORS: RIDGEWOOD CUSTOM HOMES Department of Health, Safety
ARCHITECTS:
and Environmental Services
TOTAL FEES: $930. 68
BOND $.00 Oki
CONSTRUCTION COSTS $300;220.00
101 SINGLE FAM HOME DETACHED .1 PRIVATE P E
* iA)RIV3TABLE. *
MASS.
�i639. �a
Ep�
BUILDIN I I N
BY � o/Ii! •�-
DATE ISSUED 05/04/2000 EXPIRATION DATE
THIS PERMIT CONVEYS NO RIGHT TO OCCUPY ANY STREET,ALLEY OR SIDEWALK OR ANY PART THEREOF, EITHER TEMPORARILY OR PERMANENTLY.EN-
CROACHMENTS ON PUBLIC PROPERTY,NOT SPECIFICALLY PERMITTED UNDER THE BUILDING CODE,MUST BE APPROVED BY THE JURISDICTION.STREET OR
ALLEY GRADES AS WELL AS DEPTH AND LOCATION OF PUBLIC SEWERS MAY BE OBTAINED FROM THE DEPARTMENT OF PUBLIC WORKS.THE ISSUANCE OF THIS
PERMIT DOES NOT RELEASE THE APPLICANT FROM THE CONDITIONS OF ANY APPLICABLE SUBDIVISION RESTRICTIONS.
MINIMUM OF FOUR CALL INSPECTIONS REQUIRED
FOR ALL CONSTRUCTION WORK: APPROVED PLANS MUST BE RETAINED ON JOB AND WHERE APPLICABLE, SEPARATE
1.FOUNDATIONS OR FOOTINGS THIS CARD'KEPT POSTED UNTIL FINAL INSPECTION PERMITS ARE REQUIRED FOR ELECTRICAL P
2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU-
M
(READY TO LATH). PANCY IS REQUIRED,SUCH BUILDING SHALL NOT BE PLUMBING AND MECH-
3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS.
4.FINAL INSPECTION BEFORE OCCUPANCY.
i S
BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICACANSPECTION APPROVALS
2 2 , aL G f N 2 Cole e
ZV
3 1 WATING INSPECTION APPROVALS ENGINEERING DEPARTMENT.
IK�a 1 7 d l
2 RD OF PE
OTHER: I SITE PLAN REVIEW APPROVAL
WORK SHALL Igff PROCEE UNTIL PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS
THE INSPECT0R HAS APPROVED THE STRUCTION WORK IS NOT STARTED WITHIN SIX CARD CAN BE ARRANGED FOR BY
VARIOUS STAGES OF CONSTRUC- MONTHS OF DATE THE PERMIT IS ISSUED AS TELEPHONE OR WRITTEN NOTIFICA-
TION. NOTED ABOVE:. TION.
,5-3S-Z' (
EST/MATED PROJECTCaSTWORKSHEE7
Value
LIVING SPACE � II
(high,end construction) square feet X$115/sq. foot
(above average construction) square feet X$96/sq. foot=
(average construction) square feet X$57/sq. foot=
y
GARAGE (UNFINISHED) 2`f square feet X$25/sq. foot
PORCH square feet X$20/sq. foot=
DECK square feet X$15/sq. foot=
OTHER square feet X$??/sq. foot=
Total Estimated Project Cost D . 2�
For Office Use Only
/nc/usionary Afforda.b/e Housing Fee
Residential Commercial"
Property Owner's Name L Y-3 Lf ti e I
Project Location-3-3 . Id S
1-6,1
Project Value i 3C,6 , 2--2-!;:) Permit Number �0
R.C. HOMES INC. THIS CHECK IS IN PAYMENT OF THE FOLLOWING
d/b/a RIDGEWOOD CUSTOM HOMES 4764
P.O.BOX 1663
SAGAMORE BEACH,MA 02562 53.7029/2113
(508)833-8865
20
�L/ o ..---PAY _ ....
DOLLARS CHECK
j
DATE TO THE ORDER OF CHECK NO. DESCRIPTION S
AMOUNT
$
COMPASS BANK FOR SAVINGS
NEW BEDFORD,MA
Nv
II'004 ?64u' is 2 L 13 ?0 2991: 5.300 2 7 3490 Li►'
MAScheck COMPLIANCE REPORT
i I
Massachusetts Energy Code I Permit # I
MASchec�ok Software Version 2.0 I
I I
I Checked by/Date
CITY: Hyannis
I
STATE: Massachusetts
HDD: 5973
CONSTRUCTION TYPE: 1 or 2 family, detached
HEATING SYSTEM TYPE: Other (Non-Electric Resistance)
DATE: 4-27-2000
DATE OF PLANS: March 2000
TITLE:
PROJECT INFORMATION:
Chris Lengyel
33 Hamstead Lane
Cummaquid
COMPANY INFORMATION:
Ridgewood Custom Homes
508-833-8865
COMPLIANCE: PASSES
Required UA = 484
Your Home = 394
Area or Insul Sheath Glazing/Door
Perimeter R-Value R-Value U-Value UA
------------- -----------------------------------------------------------------
CEILINGS 1384 30.0 0. 0 49
WALLS: Wood Frame, 16" O.C. 2664 19 .0 0.0 160
GLAZING: Windows or Doors 231 0.330 76
GLAZING: Windows or Doors 72 0.400 29
DOORS 36 0.400 14
FLOORS: Over Unconditioned Space 1384 19.0 66
-------------------------------------- ----------------------------------------
COMPLIANCE STATEMENT: The proposed building design represented in these
documents is consistent with the building plans, specifications, and other
calculations submitted with the permit application. The proposed building
has been designed to meet the requirements of the Massachusetts Energy Code.
The heating load for this building, and the cooling load if appropriate
has been determined using the applicable Standard Design Conditions found
in the Code. The HVAC equipment selected to heat or cool the building
shall be no greater than 125% of t design ad as specified in
sections 780CMR 1310 and J4.4.
Builder/Designer Date —22_0e:9
MAScheck INSPECTION CHECKLIST
Massachusetts Energy Code
MAScheck Software Version 2.0
DATE: 1-27-2000
Bldg. 1
Dept. {
Use
{ CEILINGS:
[ ] { 1 . R-30
{ Comments/Location
i
{ WALLS:
[ ] { I. Wood Frame, 16" O.C. , R-19
I Comments/Location.
WINDOWS AND GLASS DOORS:
[ ] I 1 . U-value: 0.33
{ For windows without labeled U-values, describe features:
I # Panes Frame Type Thermal Break? [ ] Yes [ ] No
{ Comments/Location
[ ] 1 2 . U-value: 0.40
I For windows without labeled U-values, describe features:
I # Panes Frame Type Thermal Break? [ ] Yes [ ) No
I Comments/Location
{ DOORS:
[ l I I. U-value: 0.40
Comments/Location
{ FLOORS:
[ ] { 1 . Over Unconditioned Space, R-19
I Comments/Location
{ AIR LEAKAGE:
[ ] { Joints, penetrations, and all other such openings in the building
i envelope that are sources of air leakage must be sealed. Recessed
I lights must be type IC rated and installed with no penetrations
{ or installed inside an appropriate air-tight assembly with a 0.5"
{ clearance from combustible materials and 3" clearance from insulation.
I
{ VAPOR RETARDER:
C ) I Required on the warm-in-winter side of all non-vented framed
{ ceilings, walls, and floors.
i
I MATERIALS IDENTIFICATION:
[ ) I Materials and equipment must be identified so that compliance can
{ be determined. Manufacturer manuals for all installed heating
{ and cooling equipment and service water heating equipment must be
I provided. Insulation R-values and glazing U-values must be clearly
{ marked on the building plans or specifications.
{ DUCT INSULATION:
[ ] Ducts in unconditioned spaces must be insulated to R-5.
{ Ducts outside the building must be insulated to R-8.0.
I
I DUCT CONSTRUCTION:
[ ] ( All ducts must be sealed with mastic and fibrous backing tape.
{ Pressure-sensitive tape may be used for fibrous ducts. The HVAC
{ system must provide a means for balancing air and water systems.
( or automatic means to partially restrict or shut off the heating
( and/or cooling input 'to each zone or floor shall be provided.
( HVAC EQUIPMENT SIZING:
( r, Rated output capacity of the heating/cooling system is
( ` not greater than 1250 of the design load as specified
in sections 780CMR 1310 and J4.4.
I
( MISC REQUIREMENTS!
[ ] ( Refer to 780 CMR, Appendix J for requirements relating to swimming
( pools, HVAC piping conveying fluids above 120 F or chilled fluids
( below 55 F, and circulating hot water systems.
--NOTES TO FIELD (Building Department Use Only)-------------------------
s1Vu t UtiwIumo v.rx.
I .
A TABLE B ILDING DEPT.
--
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do
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pO'JF p"T.Ic4j vl� T-(Pr, Y�CH/WK4
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I3 z4 54. P. IN6UL. : \Y to 6 ERILL`
a pBoTUN gsc�ol c ctjz" ilbt4H WT
.P,58�..... tIxI✓0,1H6iu. NVI RENbIEbbI4t4 491LL
— 2AL�4 D• .IuSUL,.pBI.•MUIY \V 6 G GFILLS
^� ppA.WDD 1oF1 A�nPPPYXJFIN4 Q 90 xlb .. 5�.jL 55N �/IN,Ir1SUL
to yw,vE
I
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x d CONT (AEv
YtrY�7
D
f1500R 1)
SEC✓ �rc6lvEtJc.�, �R; ,
TYPICAL WALL 5�Q N 'GUPiIS 1 elN6Y6L Hrwy?4 Vl HL
LUMMGQUIDI ML H4AC 1,—a J
t
g t 1. Contractor is responsible for Dig
-Ay and protection of dif under-group
2. Backfill should be'clean sand -or
stones over 3" in size:
3. All Plantings do Landscaped Area;
Y / Applicable Historic Commission, 1
/ \ Rules do Regulations.
/ LOT #4
/ 43,847 +/— SF
ATURALLY WOODED AREA. \
` I
NOTE-
� THE PROPERTY LINES ARE APPRO>
84 --'��� `�\ \ COMPILED FROM THE SUBDIVISION
LOW do WELLER, INC.
ENTITLED " PLAN OF. LAND IN BAP
DATED AUGUST, 1981 AS PLAN BC
AND IS NOT INTENDED TO BE A S1
86-- r___—_- _��� NATU �, �O \ -_ ---__ IT SHOULD BE USED FOR NO 'PUR
/ I ODCZjp COVER , ---------- --84 THE SEPTIC SYSTEM INSTALLATION.
86
-f Landscape .w.. ,.
Buffer DBS
PROPOSED
�
SINGLE STORY / LEGEND
cb
/ �° ATTACHED
GARAGE
go-- SLA ELY< 84.26 PROPOSED 4
IBEDROOM
/ 2 STORY DIBLLING EXIST
-190
/ BS![NT FL IL — 87.50 _ I
ror ai FXSS FLR ,� PL PROF
I BLY � 88.00 � 1
PROP
\ / �Walkwa Flower Q _ h�
Bed Are �Q -�/ � sip / �9¢ 97—.— — — —
—9.7 EXIST
2qi 34• ti Ornamental Low Q ORNA
Bushes & Shrubs
5
ED AREA .2 '
.4 -
UAWN
D~OO�cgd�
9 CO y�,R �
P LOLT P
OF PROPOSED LAf
FO U N DATI 0 N Lc
786.061,1\ / . PREPARED FOR
RIDISEWOOD CUSTO'�
AT
4
tea n
TYPICAL 1500 GALLON SEPTIC TANK Number of Bedrooms: 4 Equivalent to 440 Gol./Day
Q a
NOT TO SCALE Garbage Grinder. No d
Leaching Capacity Required: 440 Gal./Day at R -J
H A c
° I
Septic Tank - 2 x 44-0 Gal./Day - 880 USE 1,500 GAL Septic Tank. in
3-24"DIRK AOCESS MANHOLES G L
SOIL ABSORPTION AREA: Using percolation rate of <2 min./inch s° >• o
10 -e• Bottom Area: 0.74 gal/sq. ft. x 400 sq. ft. 296 gallons Xa
:.� .,• w •. ,,;-•y.•.:,__ Sidewall Area: 0.74 gal./sq. ft. x 200 sq. ft. 148 gallons 2 3
Providing: 444 gallons
b N
•�;i`\ f�-`;.� ;�''�(? �' Use: (4) PRECAST 500-C UNITS, HAVING A 2' EFFECTIVE DEPTH, ROUTE 6A
INLET TO BE USED WITH 2.5' OF WASHED STONE ON THE SIDES AND S
INLET /% ! _
THE ACCESS COVERS FOR THE SEPTIC TANK, 3 OF WASHED STONE ON THE ENDS. t5'�
\ DISTRIBUTION BOX AND LEApiING COMPONENT a�,�, GENERAL NOTES
�,_,- SHALL BE RAISED TO 1MTHIN 6" OF 6�,\ sB4 1. Contractor is responsible for Digsafe notification
• FINISHED GRADE. and protection of all underground utilities and pipes.
STEEL REINFORCED PRECAST CONCRETE INSTALL TUF-TILE GAS BAFFLES OR EQUALS I 6'yr �\ 62.50 2. The septic tank a l distri t{tion box shall be set
PLAN VIEW OUTLET TEE ENDS 6' X level on 6" of 3�4 -1 1p2 stone.
l 6'` \��`�� \\ 3. Backfill should be clean sand or gravel with no
�\ �\ stones over 3" in size.
�rO LOT #4 4. This system is subject to inspection during installation
68.7��� `�\ `"` by Carmen E. Shay - Environmental Services, Inc.
3-24•ROM Cots �g X `• 43,847 SF
5. The contractor shall install this system in accordance
�� �` with Title V of the Massachusetts state code, the approved plan
4• \` \`.\ and Local Regulations.
' '. \� �` 62.5 6. If, during installation the contractor encounters any
x+LEr rah r mti. tnlst to outlet
� �e• r '"`� ?p \�` `� \\��50 X soil conditions or site conditions that are different
'�lJt- `' from those shown on the soil log or in our design
T
5' -r _ �`� `�����X installation must halt & Immediate notification be
.95 Z'` -
E$ 4'-0•mh made to Carmen E. Shay Environmental Services, Inc.
�\
Liquid d'Atl' 7. No vehicle or heavy machinery shall drive over the
septic system unless noted as H-20 septic components.
Ll 8. Install Tuf-rite as baffles all outlet tee ends.
,.. .7...,. •.:; "- i T8 _ __ - ``� �� `� g or equals on I
•,a-o" r-S' - - \���` ���` _-62 9. All Distribution Lines shall be 4" diameter Sch. 40 NSF PVC pipes.
62.5 •
CROSS SECTION _ __ ---- r
END-SECTION 78.77 ' - - �'-�,, ��`� �`�� `� `� \��` �` _ ____--- 10. All solid piping, tees & fittings shalt be 4 diameter
` ---------------_---- - s Schedule 40 NSF PVC I es with water ti ht oints.
----------------- ---- -- �`� �` �N ------ ---- P P 9 j
�`� ��\ `�\ `---------------_------------- - 66 11. Municipal Water is Available.
----------------------------- --' . All Abutters within 100 feet of the property are conected
------ -68 to a municipal water supply.
�� `� \ _-------------------------
-- - ��` --
-----------------
\\ \\ \\ \� \ �� NOTE
___ - _ THE PROPERTY LINES ARE APPROXIMATE AND
PERCOLATION TEST 8z \\ --' _ 'Tyr COMPILED FROM THE SUBDIVISION PLAN GENERATED BY
` .� 74.5 ------ --_-___ T6
LOW & WELLER INC.
84 __r. _ ______--- ENTITLED " PLAN OF LAND IN BARNSTABLE (CUMMAQUID), MA"
Date of Percolation Test: September, -----_ ___ r - ---_^---__- - -15, 1982 \\ \ � ` ---- ,__- ---- 78 DATED AUGUST, 1981 AS PLAN BOOK 361 PAGE 73
Test Performed By. Baxter & Nye Engineering 84.77 ` -- --------- 80 AND IS NOT INTENDED TO BE A SURVEY PLOT PLAN
Results Witnessed By. Ron Gifford (Barnstable B.O.H.) X ---- -_� �`� `_ ___-_- ----- WALL EN 6 RE FEET RETAINING
iT SHOULD BE USED FOR NO PURPOSE OTHER THAN
Percolation Rate: 4 min./inch - _ _ `� ---- - _ ---------- HOLD BACK BANK THE SEPTIC SYSTEM INSTALLATION.
REF. NUMBER: P-1384 ; - . - 88' 81.5 - - ��82
86-- r!_- ---------- 89r NOTE•
____ __ _ ___ _ IF UNSUITABLE SOIL IS ENCOUNTERED IN THE AREA OF THE
FOUNDATION FOOTINGS, FOUNDATION DRAINS MAY BE REQUIRED.
Test Hole Test Hole �.' � `�� \� �'-
N o. 1 N o. 2 -'
DEPTH SOILS ELEV. DEPTH SOILS ELEV. �/ _ O PROPOSED ��`�� ��'_ --_-_------ �� '86
88-� ��'� � r-' r '' � SINGLE STORY � � _ - � ' --
0 97.70 0 94.00 �3.13 a `' _ 88.60 -88
Sandy Sandy ��' X ATTACHED `�` ------------------ - �' X
Loam Loam ,' ,' GARAGE
5\ BUILDING SETBACKS:
0"- 13' A 96.61 •- 38" A/B 91.00 /�
CJ
Loamy I locked Dense , SLAB dLv - "25 ------`'-- ----------___ _ �� FRONT: 30 FEET
Fine Sand Silty Sand ---- PROPOSED 4 REAR: 15 FEET
13"-38• Be 94.70 •-g8• C, 88.00 go-- , �Al BEDROOM
\ 2 STORY DABLLING -- _ SIDES: 15 FEET
Fine Flee
&B�� Silty Sand 1.50 q �� DSrwr ri J - 87.50 92.83
6"-132 C, es.7o '-132 5 83.0o X ��q _ rSH FLR SLY - 06.00 OO ASSESSORS MAP PARCEL -qg
9 .92 ------------ ------- x7 -------- -------- _ '�92 ZONING - RF-1
, X 4 ��. � ..+ __ __ ¢XOp _ - 1 934:,2f��•._ FLOOD ZONE C
1 son C..U.n .,
7tb HO 2 �� �SEPTIC TANK _--�1=� x
87.75 ELO.= 94 0
X S �Zd gyp¢, _ _ �` -BOX _ _
/ _ 9 '
44 9B 98.02 f'•��,
( % 3Q i �.:.. • ���`� TEST HOLE #1 __96'
Perc #1 ® 60 inches 92 i
����� • ELEV.= 97.70 LEGEND
Perc Rate= 4 min./inch
Groundwater Not Observed 91 .95
ADJUSTED H2O Elev. = No Adjustment Required X I , 2 +ds `•mot
9¢ , 8R� 98 f 8X0 DENOTES PROPOSED
R Boulders Encountered; 4;i SPOT GRADE
9�/ `� po�saAA�� DENOTES EXISTING
`�-_ 4�D ' j f To Elevetlao 88.00 �h
p FRou 1NE ego 94.33 - �� X 104.46 SPOT GRADE
ALL OUTLET e� X PROPERTY LINE
SETA O tEVFLFOR AT u��LEAST FT. 12' CONCRETE COVER �+* -� a+ PL
PROJECT BENCH
� CB FTID �
«° - 2" ?' o� ELEV. = 100 (assumed) r �86,p8, -O :97.14 PROPOSED CONTOUR
j
as' a,1,FT 'rT -q Y, gS.2s• , X 97- -- - - -97 EXISTING CONTOUR
r
97.00 I��
X DEEP TEST HOLE &
"
15S' 4• - SCH. 40 To PERCOLATION TEST LOCATION
1.75
PLAN-SECTION CROSS SECTION
-�•- PRIVATE DRINKING WATER WELL
6 HOLE H-10 DISTRIBUTION BOX
NOT TO SCALE
j
w,r
10' min. from
i 6i\0 I
Pro osed House �ho,se to Septic tank NOTE: ALL PIPES ARE TO BE 4' SCHEDULE 40 P.V.C.
•lrst Roar Slay. - 90.00 Septic tank coven must be
wlthtn H In. of finished grade i.
Top of Foundation Elay. 95.00 ! Flnlsh Grade leh 94.00 FM Grads Over Tank 94.00 '7nleh Grade 0--Box - 94.00 ode over SAS - 94.00 2,t
S 0.02 8 HOLE
CONCRETE FULL FOLg 11' Sr0.Of0 DIST. BOX 3' Mmdmu cyv �
ar op of SAS-Etev. 9.73
�R 1 1500 GAL 0,010 per
FROM F�ATTMN ;9 SEPTIC TANK 5' 20, foot 2' Effective Depth
' H-10 err a
o C 0
Boeement Floor Elay. 86.50 n N • - Jr
SYSTEM PROFILE a n.of 3/4•-1 1/2• A g
Not to Scale
oompocted atone q 0' ao'o
EFfecttve Vldth IPLOT PLAN
SECTION A --A ° r,.af 3/4•-1 aampacted .tan s OF PROPOSED SEPTIC SYSTEM
a
PROFILE VIEWOF LEACHING SYSTEM Batton of Teat Hole , Bev.- 91.00 FOUNDATION LOCATION
�PoN OF II�gS
GiLB PREPARED FOR
t I R. CHRIS LENGYEL
to / f/t r"had Lvva wane ar 1/8• - 1/2. rowhadi Peat ml,
0
.12634 0; AT
LOT 4 HAMSTEAD LANE
0 0 o p o 0 0
V CUMMAQUID, MA
o EM o o EZI EM o
0 00 0 0
4 Units �� PREPARED BY:
8.5' = 34' ` �H OFM�s RM�'N E. ,S�H.A Y
D. GILSE T
0' FOUNDATION fig SEPTIC TANK D-Box . 20'--► LEACHING FACIUTY 0 20 40 50 c ENVIRONMENTAL SERVICES, INC.
�° 34 THATCHERS LANE
Effective Length 9 o.8320
SOIL ABSORPTION SYSTEM (SAS) FG1$T�P
� �� EAST FALMOUTH, MA 02536
500 - C LEACHING UNITS / WIGGINS PRECAST SCHEDULE OF COMPONENT DISTANCES SCALE: 1 "=20' TEL/FAX : 508-548-0796
Not to Scale
SCALE: 1"=20' DRAWN BY: CES DATE: MARCH 14, 2000
-- --- PROJECT#SD187 FILENAME: SD187PP.DWG _cN�� _nc