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HomeMy WebLinkAbout0531 SOUTH MAIN STREET - Health 531 SoRuITTlain Pee Centerville A = 206 - 069 SMEAD KEEPING YOU ORGANIZED No. 12534 2-153L©R �wsraPM u� MR CONM iO1 ve 6 CarQ@dFiborsooroinq pWT.CMMERO wwwApropram,orp ii01M MADE W USA W ORGANIZED AT SIuIEA iM TOWN OF BARNSTABLE LOGATION-5�1 Sr;�`b�. � �; S-` SEWAGE#,20,`Z). Q VILLAGE ASSESSOR'S MAP&+PARCEL e_2 (Z� INSTALLER'S NAME&PHONE NO. C 5t5A SEPTIC TANK CAPACITY 0,coC) a.CMf 14`,2(;) 1 S0 //Jn C LEACHING FACILITY: (type) ao ChM (size) SO e s x NO.OF BEDROOM fleox 6 i;Vrcfcf' I OWNER c PERMIT DATE: ` COMPLIANCE DATE: Separation Distance Betw n 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�Q,h l yE1Q��ta � i t �i CO L, _ o :P l'g1 t�. 09 �— D No: Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Zippfieation for Misposal *pstem Construction Permit Application for a Permit to Construct(,olr Repair( ) Upgrade(/Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 53 i $ova Y'Vk'ti Owner's NamA A ddress,and Tel.No. Assessor's Map/Parcel Zjr© —0&ej Installer's Name,Address,and Tel.No. Des' er's Name,Address,and Tel.No. Vr1\ 7Si? :v�C;t� G 7l t1S �Yt�� Type of Building: rj Pl4^v ,J� Q 6$ 1 le_ 'N o2erSs Dwelling No.of Bedrooms 5 Lot Size �{I/�p�7 d sq.ft. Garbage Grinder(JU0) - Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Floe(min.required) gpd Design flow provided f'Q�p�p gpd Plan Date 'Q�o�D� 15a 2oZ\ T Number of sheets Z Revision Date � Iz�n2Z Title I,Z 121 S� ?ro Peke'el Size of Septic Tank ZobO —2 (%A%Arl0xk4— Type of S.A.S. S—S74t f4kLChr nnbv� to 12-1n 7�SZi�-fo`� Description of Soil T 8-338 0-y O(kr— SNN'aY luv I0(C` 13 6-23' 3 toNnr 5hwO IN%K SAS 23-i 3 Z L lho Nature of Repairs or Alterations(Answer when applicable) 0 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. Sign Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. '26 Date Issued k•._ _.. A •wi 0 d No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Disposal 16pstem Construction Permit � Application for a Permit to Construct(✓r Repair( ) Upgrade(,- Abandon( ) ❑Complete System ❑Individual Components X Location Address or Lot No.531 Sw'�N I*."K Owner's Name,Address,and Tel.No. CehleN�{,. 14^4 Or"` ` Assessor's Map/Parcel. Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. - u1�e� f;r •n?es -t Co+ \ �,�1, �'xc�,�nJ(CcbrG1S � � _ Type of Building: �j(l�iL Pwr"- Dwelling No.of Bedrooms Lot Size glrV7 b sq.ft. Garbage Grinder(,Lj6) Other, Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(rnfnhrequired) gpd Design flow provided �b�! gpd Plan .Date'00VIr IS, Zak.\ Number of sheets Revision Date t 6 a2 Title j1tr ^ 17r3P4--,t'A 1OrwC-WPAkS Size of Septic Tank 70tO --X (%A%XA we!✓ti!-"'" Type of S.A.S. Description of Soil Z1'-33� 4-Fo Q/+�- 50oaw (,%%\% \ 6.2 1 C9 key 5�k,vo Z3-13Z t_ mtwj 5uwj-�j s 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 Certificate;of Compliance has been issued by this Board of Health. Signed- Date g Application Approved by �"'� Date_ - 2L } ' -_ Application Disapproved by (/ ✓ Date for the following reasons Permit No. �6 7` o Date Issued -------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( �)' `` Repaired( ) Upgraded( ) Abandoned( )by " at t 50-+ (Ylc11*A has been-constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 08 0%dated -P Installer { �(�P j 1`o1�(G�� Designer #bedrooms ("0 ' Approved design flow p0 gpd The issuance of this permit•shall/not be cons trued as a guarantee that the systemlwill, cti�o as designed. Date ` (i-^$ Inspectorb ` _ -" -- --_--" -.--.--_ --r - - -------: No. C a' ... b Fee �Sd THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal *pstem Construction permit Permission is hereby granted to Construct(i)� Repair( ) Upgrade( ) Abandon( ) System located at S� � -st'Ni M6,.ti �c t� f PW� C�V e 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:Construction must be completed within three years of the date of this permit. Date 7 2� Approved by Yx} I Town of Barnstable Regulatory Services V.Scab V ,Richard Ric ' Interim Director . h Public Health Division 1619.�'' Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-8624644 Fax: 509-790-6304 Installer&Designer Certification Form Date: 4/18/2022 Sewage Permit# Assessor's Map\Parcel 2WM Sullivan Engineering&Consulting,Inc Designer. Installer: t'7. ---��,�l,�cC, (:�,Js'O Address: 711 Main Street/PO Box 659 Address: v 1� Osterville.MA 02655 On was issued a permit to install a (date) (installer) septic system at 531 South Main Street,CentemHe based on a design drawn by (address) Sullivan Engineering&Consulting,Inc. dated (designer) X 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 and 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 t e with the terms Of the RA approval letters(if applicable) Ssq� CHA: S T. tiG U ND U'IVIL tall -s Sig afore} c�sr SStOMAL (Designer's Signature) (Affix Designer's Stamp 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. Q:1Svtic\Designer Certification Form Rev 8-14-13.doc GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16'O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL ' BE 2x4 Q 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT _ DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. NO. REVISION DATE 0 COPYRIGHT NORTHSIDE HEREBY EXPRESSLY RESERVES ITS COMMON LAW COPYRIGHT. SHOP ROOF THESE PLANS ARE NOT TO BE 2x 1068 DECK REPRODUCED,CHANGED OR COPIED IN ANY FORM OR MANNER WHATSOEVER WITHOUT FIRST OBTAINING THE EXPRESS WRITTEN PERMISSION AND CONSENT OF NORTHSIDE DESIGN ASSOCIATES. A.- 45'W' _ 1 �T 24° BUILDER: i OP-G 3068 ELOCATE r -J LJ SRK REF. I j GARAGE I I 3D S I z RANGE KITCHEN DINING I I BATH m i DESIGNER: NORTHSIDE I - I RODE 266e DESIGN STORAGE — 7�- -5 — — — — — BELOW U 246 ASSOCIATES BAY I DISTINC(IVf RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET°YARMOUTHPORT•MA 02675 15081362.2230 15081362-9802 I BEDRM. NORTHSIDEDESIGN.COM I I I I I �l LIVING RM. %aNORTHSIDEI@COMCAST.NET I I I STRUCTURAL ENGINEER: I I I l I TAYLOR I I I I I � FULL BED - I I I I ----------------- - DESIGN LLC ,L 8070 OGD 8070OGD 4 8070 OGD� a a 1 I - Twzaaz Twzaaz 0.-0 PROJECT: PROPOSED SIMPSON RESIDENCE PROPOSED PROPOSED 531 SOUTH MAIN ST. 1 S T FLOOR PLAN 2 N D FLOOR PLAN CENTERVILLE,MA. TITLE: GARAGE PLANS f ALE:1/8"=1'-O" 1 2 4 8 PROJECT#: SHEET 20-21 G 1 DATE: OF 7/29/21 6 8/19/2021 1:47:12 PM GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 Q 116"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION.CONTRACTOR ASSUMES RESPONSIBILITY FOR ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. (2.)TW28410 DINING i I 7'.4'TABLE ! COVERED PORCH NO. REVISION DATE I I 1 I (3.)TW28410 0 COPYRIGHT ——— _7-7-MmmEW-_=M_a5 iM5-_�=_� _ __ --- ____ -� NORTHSIDE HEREBY EXPRESSLY II as RESERVES ITS COMMON LAW I 1 IIII COPYRIGHT. o 4o IIII a THESE PLANS ARE NOT TO BE COVERED _ _ " _ iil REPRODUCED,CHANGED OR lo° I I IIuRi COPIED IN ANY FORM OR MANNER PORCH j J I ��®-, i WHATSOEVER WITHOUT FIRST r p OBTAINING THE EXPRESS WRITTEN SINK o j o P NORTHSIDEPERMIS NDESIGN AND OASSOCIATES. NSENT OF GREAT ii SUNROOM 8 CO ICED �I ROOM I BUILDER: KITCHEN u o 1msJ 36' I' IIII it R ii RANGE ze]o ------- � iOil r --------------- ___ ___ 4&' -0. --- r_—__ �` Ir REF. '------- - i IJ -_ aa�m--- 'i TW210410 GAUNTER ] --- —, ------ lll� I, w.l.c. DESIGNER: NORTHSIDE I I PANT(= DESIGN I M jlj I ASSOCIATES LNOR 28T0 ----- ------------------ -_--- DISTINCTIVE RESIDENTIAL&COMMERCIAL DESIGN 141 MAIN STREET'YARMOUTHFORT•MA 02675 (508)362-2210 1508136E-9802 NORTHSIDEDESIGN.COM IIII KING I BED IIII NOPTNSIOEI@COMCAST.NET LAV. IN OVERED I 0 - 7.4152'a i G STRUCTURAL ENGINEER: ENTRY 2870 MBR#1 TAYLOR COAT CLOSETS- --- -- -I I' MUDROOM . 11 DESIGN LLC I I I I I 1 1 70 I I I II IJ 1 1 II M STAMP: I I I I I ]0 I I = h LIN. BATH ------ M2446 i i I I j j #1 i lwzaas I I I I I I I TW2446 TW2446 I TW2446 TW2446 PROJECT: COVERED ENTRY L"s PROPOSED SIMPSON ------ RESIDENCE 531 SOUTH MAIN ST. CENTERVILLE,MA. TITLE: 1 ST FLOOR PLAN PROPOSED 1ST FLOOR PLAN SCALE:1/8"=V-0" 0 1 2 4 8 PROJECT#: SHEET 20-21 A.1 DATE: OF 7/29/21 6 8/19/2021 1:47:34 PM GENERAL NOTES 1.ALL EXTERIOR WALLS SHALL BE 2x6 @ 16"O.C.UNLESS OTHERWISE NOTED. 2.ALL INTERIOR WALLS SHALL BE 2x4 @ 16"O.C.UNLESS OTHERWISE NOTED. 3.CONTRACTOR SHALL VERIFY ALL WINDOW ROUGH OPENINGS PRIOR TO ORDERING WINDOWS. 4.CONTRACTOR SHALL VERIFY ALL DIMENSIONS PRIOR TO CONSTRUCTION. CONTRACTOR ASSUMES RESPONSIBILITY FOR • ANY MISSING OR INCORRECT DIMENSIONS NOT BROUGHT TO THE ATTENTION OF THE DESIGNER. ROOF DECK i NO. REVISION DATE I I I AFFW © COPYRIGHT I WG126oT NORTHSIDE HEREBY EXPRESSLY (2x)TW28.16 I RWG12068-0 (3a)TM= TW210410 -------- -- _ _ __ _ ----------- RESERVES ITS COMMON LAW ROOF _ r 'gym-p.�=m®= ________� Al'6'2° // _______ COPYRIGHT. \ / I _____-_-T7 THESE PLANS ARE NOT TO BE BELOW I j I I // \ I \/ I / I r 'o --n I REPRODUCED,CHANGED OR \ IMI II I COPIED IN ANY FORM OR MANNER WHATSOEVER FIRST wu 5'T• ———— I j I — ——— — �'--(�\ \\L�// lu4 A ' OBT IN NG THE EIXPRESS THOUT WRITTEN _ II FAMILY 11 I III I PERMISSION AND CONSENT OF 1 I j ROOM j L J7 I I \ r \, / n NORTHSIDE DESIGN ASSOCIATES. u I MBR#2 I \J SITTING ROQF II of I II KING BED AREA \ DE�IQ BUILDER: QUEEN BED I I 11 Inl r 1111 I j n I 101 II I BATH BEDRM.#5 2868 i L_--__7 C__-------��- J� j \ //\��/\\ iuIt I #5 iii LT -- -------� 0 0l I 1111 1 2668 I /\ IL ________JI I Id L2J W468 I L___ - 'J-- ==kkI I L.------ -------------------- Tw210410 ------------ CLOSET I ze68 rE= W.I.C. DESIGNER: NORTHSIDE 166I'I CLOSET ______ ' CLOSET CLOS ET J DESIGN ------ f -T --C [__-- ae ____-- se _ ASSOCIATE SP 26681 1 1kk I I I DISTINCTIVE RESIDENT IAL&COMMERCIAL DESIGN BATH 1 ---- JI 91 MAIN STREET•YARMOUTNRORT'MA 02626 --------- ------- - -- I I I I (508)3 6 2-2 2 10 (5081362-9802 I� QUEEN BED iL M'LJ1 NORTRSIDEDESIGN.COM BAT II'I O NORTHSIOEl@COMCAST.NET r BEDRM.#3 #2 Ill I ioi STRUCTURAL ENGINEER: JLI BEDRM.#4 I i pUEEN BED IEI TAYLOR WWI V7• I I --�I 11 DESIGN LLC - a — —— wN i I ROOF I I ROOF STAMP:' I BELOW I I I I I 11 BELOW I �I ROOF I n II II I L______-_ iL BELOW 2868 j II ROOF 2 ' II BELOW _______� '{ --- ---- ---- --- -------- 2xTW2442 --- - --- -- u 2 zzTW2492 --------- - PROJECT: BROOF _ BATH - EROOF i LOW _ - PROPOSED #3 SIMPSON 6' R O IF RESIDENCE T "2 531 SOUTH MAIN ST. CENTERVILLE,MA. TITLE PROPOSED 2ND FLOOR PLAN 2NDFLooRPLAN -SCALE:1/8"=T-O" 0 1 2 4 8 IF PROJECT M SHEET 20-21 A.2 DATE: OF 7/29/21 6 8/19/20211:47:42 PM 1 PERC TEST. 21-338 PERFORMED BY:JOHN ODEA,PE- SULLIVAN ENGINEERING &CONSULTING,INC. SOIL EVALUATOR NO.2911 WITNESSED BY.DAVID STANTON,R.S.-TOWN OF BARNSTABLE DESIGN DATA DECEMBER 29,2021 Dwelling -5 Bedroom @ 110 GPD SITE PASSPD Garage -1 Bedroom Q I10 GPG No Garbage Grinder TEST HOLE- 1 EL.23.0 TEST HOLE-2 EL.23.0 TEST HOLE-3 EL.23.0 TEST HOLE-4 EL.22.0 Total Daily Flow=660 GPD ........... 01A-LAYER I0YR3/3...'...... 0/A.LAYER LOYR 3/3......... Use a 2 Compartment-2000 Gal Septic Tank O/A.I:AYER'1DYR3/3'..'.'...... O/A.LAYER IDYR3/3'........'. ............. ................... '....................... mpartm .DARK'BROWWN............ DARIfi.BROWN............ flARiC BROWN DARK 3.9ROWN........... .................... ... ............. ... ....... .... ....... .. .. ............................... g" .............SANDY.LOAM............. 22.3 6" .............SANDY.LOAM............ 22.5 7" ........... .SANDYLOAM 22.4 8" SANDYLO.AM..... .. 21.3 f LEACIMVG AREA B LriIFER.ioYB.f/8.......... B LAYER.IOYBs/5............ ..........:..8 L�4YER.loY8.3/8..:........ .. 660 GPD/0.74(LIAR)=892 SF Required YELLO[ViS I BRD�fN11i YELLOWISHi•BieD%W'.*........:... YELLO. . H BROWN YELLOWISH BBOI>VN......... ......................................... Sidewall=2(32.83'+50.592'=253 SF .......................................... .......................................... 24 . LOAIwII'SAND...`......... 21.0 25 LOAMYSAND 19.9 Bottom Area=(12.83'x 50.5�=647 SF 25 •'• LAAi4tYSAND 20.9 23 LAAIbfl'SANLT.:.......... 21.1 CLAYER 2.SY 6/4 C LAYER SAN6/4 C LAYER 2.5Y 6/4 C LAYER ZSY 6 4 Total Provided=900 SF(666 GPD) LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN LIGHT YELLOWISH BROWN 132 MED SAND 112.0 MED SAND 132fl MED SAND 12.0 MED SAND NO GROUNDWATER BNCOUNTEIiED PERC T ZST 19. NO GROUNDWATER ENCOUNTERED S PERC T EST 17.7 LEACHING CHAMBER DESIGN Conduit Thru Chamber For 8 25GALLO ONEIN7MT. GALLONS All Pipes to be Schedule 40. Use Power & Float Cables 24"0 Manhole 25 GALLONS GONE IN 7 MIN. PERCRATE MION TAR 5-500 G&L 9" Chambers in a Frame & Cover 132 PERC RATE<2 M NW(LTAR=0.74) 12.0 132 ) 11.0 12.83'x50.5�Washed Finished Men'Grade Cover NO GROUNDWATERENCOUNIERED NO GROUNDWATER ENUN COTERED Stone Field as Shown. Locate Junction Box Outside of Tank_ • 4"01 Sch. 40 PVC Pump Power & Float Control From Septic Tank Cables Installed In Accordance Federal, State & Local For Drain 9• Compartment Iv h i Drill 1 8"!• Hole With Bldg. & Elec. Codes Inv. 11. 0 Alarm To Be On Separate Emergency Storage To D-Box Service From Pumps Volume 841 F in. 2' Cover 1/2"0 Goly Pipe _r Alarm On El. 8.75 ? For Float Support ro ( Finish Grade `� 5' T - x I Pump On El. 8.25 r, I .� E �) Pump3' Max. , Pumps Off D. 7.75 °0 9" Min Compacted Fill Filter � 4"0 Sch. 40 PVC 24"0 Opening Above 12"0 Sch. 40 PVC Fabric a Threaded Pipe From Septic Tank For Manhole And/Or Check Valve Compartment Frame & Cover 2" 1/8" - 1/2" Pea Stone 3' H-20 3/4" - 1 112 � Bottom El. 6.25 I.On i0' _ �,.� LEACHING Double Washed Secure Pipe at Top CHAMBER Stone Bottom of Chamber PUMP COMPARTMENT 4' - 10' - 1/4 H.P. Myers Pump Stable Compacted or Approved Equal* Base 12 - ' *Prior to Ordering Pumps the Contractor PLAN VIEW DETAIL Must Confirm the Compatibility of the Existing Electrical Service & Pump Curve CROSS SECTION OF CHAMBER SEPTIC NOTES ._ _ NOT TO SCALE NOT I T 1.Location of Utilities Shown on This Plan Are Approx.At Least 72 Hours PV MP C©�/'PA/ ! ' MEN 1 r�O I TO SCALE Prior to Any Excavation For This Project the Contractor Shall Make M�I the Required Notification to Dig Safe(1-888-344-7233)and contact SECTION DETAIL Sullivan Engineering&Consulting Inc.(509 428-3344). Charcoal Filtered Vent 2.The Contractor isRequinedto Secure AppropmW Permits From Town Final Location to be Determined Agencies For Construction Defined by7hisPlan. of time of installation l 3.Wherever Sewer Lines Mud Cr�ossWater SWply Lines Both Lines Shall NOT TO SCALE accordance with Landscapee Plan Be Constructed of Class 150 Pressure Pipe and shall be Water Tested to Assure Watertightness. In General,Water Lines Shall be Constructed in Coordination With COMM Water,and shall be in Accordance With 248 CAM 1.00-ZOO&310 CAR 15.00. Department See Note 6 (typ.) FF EL 16.00 (Dwelling) Approved Filter 4.A Minimum of 9"of Cover is Required for All Components. FF EL. 15.00 (Cabana) Required F.G. EL 22.0 - 20.0 5.All Structures Buried Three Feet or More or Subject F.G. EL. 14.5 to Vehicular Traffic to be H-20 Loading.It is the Engineer's See Note 9 Recommendation that H-20 Always be Used 18.50 Tao EL. 19.00 6.hrstatl Watertight Risers and Covers m Within 6"ofFinished Grade SLAB EL. 11.60 Garo e Over Septic Tank Inlet and Outlet;D-Box,and One Leaching Chamber, H-20 ' i and to f'�Over Pump 20F] 00 Gallon D-Box EL. 18.33 All covers are to be maximum 18"for concr ate or 24"Cast Iron. EL. 12.85 EL Compartment H-20 Installer To 18.00 7.Septic System to be Installed in Accordance With 310 CAM 15.00& Sep tic Tank EL. 11.2 Leaching Confirm Prior �j� 1500 Gallon 248 CMR 1.00-7.00 Latest Revision and the Town ofBamstable H-20 Chamber Board ofHealth Regulations. To Any Work Pump Chamber SEE NOTES It Bat. L. 16.00 j 8.All Piping to be Sch.40 PVC. 10 & 11 9.D-Box Shall Have a Minimum Inside Dimension of 12,and a Minimum lf:: pbun E:ered::Rea 6 d i s & t2 place:.:: Sump of 6". An Inlet Tee,Baffle,or Splash Plate Extending 1"Above EL. 6.25 :. 41f: ClnsuitagileSo/51N1f�iri?_a':;a#:; :: o the Outlet Shall Be Provided Flow Equalizers Shall Be Provided 3f+v r Perim:0.tsr :�:f:T.h.' :% for vi on the Outlets. To Beo Be Installed On 10.Septic Tank Shall be a 2,000 Gallon Tank with 2 Compartments. F1 OF Stable Corn oc a ase Bedding,"T"s, EL. 11.0 The First Compartment Shall Have a Volume of Not Less than � � ARgssgc p Inspection Port, No Groundwater 1,320Gdlons and Second NotLessthan660Gallons. JOHN C. & Boffels �n Per Test Hole 4 The Compartments Shall be Interconnected by a Minimum 410 �' as Per Title 5 Vented Inverted U-Shaped Pipe with a Gass Baffle on the Outlet. JI L 11 7%.Qnnorofsnn TWv0a"n..RM.vnAn the Cnnfln Tony 1n1a4v..A .48168 A9o�. SISTE��`O �Q DE VEL OPED PROFIL E OF S YS TEM SS/OVAL E�G\� NOT TO SCALE Add Septic Details 01/22/202 REV.: Add Replacement Tree Per Con Com 111123120211 T1 TLE PREPARED BY- PREPARED FOR: NOTES. Site- ` Ian • Q� 1) The property line information shown was compiled from v1 Proposed Improvements Engineering & available record information. T p PM Blumist Trust 2) The topographic information was obtained from an on Of Sullivan consuitinonc. the ground survey performed on or between 31512021and J11212021 using GPS RTK. South - in t rvill MA 0285 ' � 53� �.7Q(,�tl] Man StrPiet (508)428-3344 P.O. Box�59 7�i1 Ma Street,Os a e, 5 3) The datum used /s NAVD 88, a fixed mean sea level Barnstable rcenteryale) Mass. seci@sullivanengin.com•www.suilivanongin.com datum. Draft: ASL/CTR Field. CTR/WHK 20 0 10 20 40 80 DATE. SCALE: Review: JOD/CTR Comp.: ASL October 15 2021 1 rr = 20r Project: Project 31016 j I DIRECTIONS: ; From Hyannis — Follow Main Street to the West End Rotary, Take third exit onto Scudder Ave. ` Turn right onto Smith Street at the stop sign. Continue on to Craigville Beach Road and left `' onto South Main Street #531 is on the left. ` OVERLAY DISTRICT: : AP — Aquifer Protection District Saltwater Estuary Protection District FLOOD ZONE: . \cl Zones AE (Elev. 13'), . QO� AE (Elev. 12') • X (0.29 Annual Chance)& X (Min Flood Hazard) LOCATION MAP: �► yj\ Community Panel No, , NO #250001 C0563 J Scale: 1 = 2000 f \� UP July 16, 2014 ��°t 1 ASSESSORS REF.: Map 206, Parcel 069 O {, '1 f°' REFERENCES: ! Q J ! Deed Bk. 23497 Pg. 264 ok Plan Bk. 137 Pg. 75 CB/DH (Fnd Displ.) r � � �` ; / '11P ) d D is I LONE. i t i Fn Detoil-NTSQ (Fnd) �� \ �, t; i �i o Detail-NTS CBDCRNB \� ` \ Area (min) 87,120 SF Frontage (min) 125' N/F ` Width (min) N/A T.L. Simpson Living Trust \1 Setbacks: 1 Fron t 20' !' e�yo �\ `� \ .\ \ \ �� o.. �. r Side 15 09P tt k i �\ CB/DH Rear 15' Fnd) O \ sr / '� . r { 5 �`° / .`.^ - \ \ l `t � -^' \ S ..•�• ...•-i�....- .,....-�,/ i / /- .. ''gyp � SB PLUG O ' + { \., r �'` \ 1 a t` 11 `--- %� ' �. ��t t - �,A� Fnd -12--'"� �,: 10 / \t / } 1 t,Y `` t # 525 iAL v, 12`?� ! - / r' r '��J —COI F�`r LCB/Disc t f GRADE ° \ { l; \ 't 1 1/2 Sty W/F ' TEPA ,' F _ _ ` (Fnd Displ.) TO EL. 8 \ t t L \ �' Dwelling sy ,l ! Cha� � / / r r" o \ t t \ •� 'C' -z t' `\ g / X�17.2q Ann, It 0 � 1 t _-_-� �• "`._c�/ � ,,% t � �.\ t / 1 �! 1 � �>\ ,ram , ° ` �.Q. Y Y She X. Detoil-NTS z 4 t ti.\ �• \ r� \!�- � ` v,•� � I tt t ! © st� r r o.0 r - ` `\ \\\ •/ ```^t Pe/a el !!�O� j !' r' , Q,�• �fi �Y �, ~\ ,�'/ �---41,670f �V� m SB/PLUG �� \\ �` �'' \orb ,� �� \ �"- -��y\ ------_- -- �` / ! Up/ i� r �h�r If O. tt In (Fnd Displ.) �' \\ / *\ ( �/ oof - O' - --�i 1 Conc. ! i o.I '-� {t =' �� ' \ OOG ` - �/j e�V.Of �i't OvenJ ��o \' J p� i �r o N Detail- � �--. �' � � 1 r /• r--�� ,�, O �•-�- t ` ! Wit' / r I t o � 2 r Detail-NTS tt -- \ CB DH \`�{ 1.0' / \ Fnd Pro. Id DisP i. 6 -14'\ t\ i _ \ ( \ rl CB DH N6j— \.�� 0.8' /t t! I °t ( i �Op4Cb iy Ex. BLd `� \ \ c� `r3 �F ��o{ i t ,• UP ` /'r "".. 1' �`••\ _ "�" -- t { Jl . tom / + 1 Deck �� �' \\�\ / / -- ^� -" J•�'^ {\`\ G� �� �^ �\ `- \��\ \•'(fly-431A ��` �1`�. `. � { � 7,J-r ,l\`.��, ' yi Lit 1 1 jj J JJ tl 1 t Paved Drive -,Apt. _ ja,o *E)QS71N SE?xAC* ` �y �' �i tl1 �ey, ` S ' J t ' 9 '-tj SYS7E S 7i? BLS"" � \ �` ''�\�ti � `1 ` `rn � � r ,ti •o r 1' '� � � ``t LOC TED AND �{ X \S1a °, Rr 1 tl s' 1 \ ti r i �, ,i ` �� t 3 r , F AO,d 1 { tt , C LCB/Disc —AE El _ .� r / �J O Gs A8 DONED OR I i-N - _rev. 12' ` sr. r r 'A O� ?. EMOV€D !! I \ \ �j' Q� p r r 1 ' t o (Fnd) i F ` A.p �PgA'9i r �t 4 ` EAEl .13, Paved 06 i �� ` `��+ Qn r /ry j `t , i ,�- \ / Elev. 13• �\\ \ rsro i'ri \ O' a90 Oi` -- 4. k'a1lSM1 s N` J i � 6i ' t OI_ 50 \ 88 p `oh- o.13 .AL SM2 AL { oO is 2St w f �" --n 0O \ ` Dwelling i�y�°��`' to a \\\• ac AL A4 �: ©>-0, o \ '( ' } `i r' _ \roe AIL Edge of flogged Solt Marsh by Brad•Holl March 2021. AL IN fool AL 4 2' Pro. Porch`% \\ \ `� \ ProA Bid �- Annual Gha PROPOSED \ AL \\ � �!,,� 5.7° .�, � 1A -11-_-�-1cM9 REPLACEMENT TREE `�`\ \� `\\..\\ Ex.�t4'td.�-- 1� �- 10- .._ AE Elev. 12' 6' CEDAR OR -g-- \ r OTHER NA71VE /N '�I` _____ CONSULTATION W714 \ �� � . g'~---- CON COM STAFF lim- - AL SM5AL o 0 o ��y a AL AL l \ h •\.z ^. AL '\ JYY. AL CATIONS: Salt Marsh �� SM7 �F��F ,� LOT CALCULATIONS. BUFFERC CU �56Q F�.,��lo��\ LOT AREA EXISTING PROPOSED 41,595 SF 0-50': 0-50': DWELLING & DECK = 231 SF DWELLING & DECK = 460 SF EXISTING LOT COVERAGE DRIVE & WALK = 1,632 SF DRIVE & WALK = 1,020 SF DWELLING & DECK = 1,848 SF TOTAL = 1,863 SF TOTAL = 1,480 SF (-383 SF) GARAGE & DECK = 1,306 SF SHED & DECK = 297 SF 50-100' 50-100' DRIVE & WALK = 4,174 SF DWELLING & DECK = 1,575 SF DWELLING & DECK = 2,094 SF TOTAL = 7,625 SF GARAGE & DECK = 175 SF GARAGE & DECK = 153 SF DRIVE & WALK = Z 426 SF DRIVE & WALK = 1,831 SF ALLOWED LOT COVERAGE - TOTAL - 4,176 SF TOTAL -_ 4,078 SF -98 SF 109(41,595 SF) = 4,159 SF 0 OR M►TIGATION REQUIRED: 1109(7,625 SF) = 8,387 SF 4X(-383 SF) + 3(-98 SF) _ -1,826 SF •o �� PROPOSED LOT COVERAGE N o DWELLING & DECK = Z573 SF u' GARAGE & DECK = 1,202 SF POOL, CABANA & PATIO = 1,391 SF DRIVE & WALK = Z 980 SF TOTAL = 8,146 SF III ao r I � 0 1 i LEGEND: 0 CDT Cedar Tree HT Holly Tree DT Deciduous Tree CT Coniferous Tree Utility Pole ZNOFAf4 —E— Electric dam' JOH —G— Gas o IVI D�> 0 Wetland Flag � .48168 Light Post A9� GISTEA`c� �@ 0 CB/DH OHW— Overhead Wires 25 Elevation Contour 1 Add Septic Details 10112212021 REV.: Add Replacement Tree Per Con Com 111123120211 TITLE: + PREPARED BY. PREPARED FOR: NOTES: Site Plan1) The property line information shown was compiled from c� available record information. _ Engioneoring &Pro osed Im rovements2) The topographic information was obtained from an on m p p Blumist Trust Of commultffigjm the ground survey performed on or .between 3/5/2021 and 311212021 using GPS RTK. 531 South Main Street (508)428-3344•P.O. Box 659.711 Main Street, Osterville,MA 02655 3) The datum used is NAVD '88, a fixed mean sea level ..y secl@suilivanongin.com•www.suilivanongin.com datum. p Barnstable (Centerville) Mass. Draft: ASL CTR Field: CTR WHK 40 80 ri / / 20 0 ,o Zo � DATE: SCALE. Review: JOD/CTR Comp. ASL October 15 2021 1 = 20# Project: Project#• 31016 Fim THE,COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ......................OF........ 1QT 7 / ......._..._............. , ppUrFation for RoposFal Works Tomitrndinn ranfit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: _ c ................--- --................. .... ---�•�...-•--•-..... (� - -° - Q:P?', Loc tion-Ad ess or Lot No. ----------------------. 0414......... ARW.�... .................: 5 Ownet��.y.) Installer Address d Type g �f ..Sq. feet T e of Building Size Lot.-_ ...._. U Dwelling—No. of Bedrooms...______________�.........................Expansion Attic ( ) Garbage Grinder ( ) Other—T e of Building No. of persons............................ Showers — Cafeteria a' Other fixtures .-.--.-----.•-•-•................ . _____ ---------------•---.------------.--------••--•--•-- gn �� gallons per person per day. Total daily flow..........................u._. W Des>! Flow................................. ... _�..------gallons. WSeptic Tank—Liquid'capacity..gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No/ --.... ---------•---- Width_. _-.--T......... Total Length............... z_.Total leaching area............ sq. ft. 3 Seepage Pit No..........I.____..... Diameter......... ... Depth below inlet.......... Total leaching area._.. _.sq. ft. z Other Distribution box (oe) Dosilpfank ( ) A19495.1tate Percolation Test Results Performed by. .... ...�.`` �_l Test Pit No. 1...._ ...minutes per inch Depth of Test Pit......./Q....... Depth to ground water......-,/.O.......... f� Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ Q+' ---•--•-----------------------•-•-••-••...--•---.........-•••-•--•---......_--•--•-•---••-----............................................................... 0 Description of Soil --------------------------------------------------•-------••-•------------------------------......---•----- x - U f y� -•- A�. W UNature of Repairs or Alterations—Answer when applicable....................................................................:........................... -- -----------•------------------.......--------••-•--------•--••..----. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has be issued by the board of health. Signed--..... ..... .. ...................... ate Application Approved By-•--- ............................ Date Application Disapproved for the following reasons_____________________________________________________________ ............................. ------......— ..........................•- --... ....-•----------.......------------••---••---........---._........_ Date PermitNo......................................................... Issued....................................................... Date N,.'(01 t-13(o FizB.............................. THE COMMONWEALTH OF MASSACHUSETTS BOAR® OF HEALTH .. . . ....................OF........................................` .-n . ....... Appfiration for Disposal Workii Tonitruetion 11amit Application is hereby made for a Permit to Construct ()0 or Repair ( ) an Individual Sewage Disposal System at: SA, �? d O• l�lI i iJ r t_:ITC—F ... A'��- �= -! ?..:........�..AZ, APT. ..... ............................................ Location-Add ess ( or Lot No. ......................_......_.. i- .~� .-Cal---*...........f ..---.... .-----------------------•!�/ .N�!. :.. .........- Owner Address W 1, Insfaller Address Type of Building J Size Lot_ :..�'�rQ0..Sq. feet V Dwelling-No. of Bedrooms.................t__.......____.....___..._Expansion;Attic ( ) Garbage Grinder ( ) Other—T e of Building ...... No. of persons........................... Showers — Cafeteria a' Other fixt re 5� ••-•••-••--•••••••--•--••------•-•-••--•---•------•-•--•--••.............•••••......•---- '---------- •-•------------------------ W Design Flow................................. .. a...............gallons per person per day. Total daily flow.__.......__._...._.......�.�. ..........gallons. WSeptic Tank—Liquid capacity....( gallons Length................ Width................ Diameter................ Depth................ x Disposal Trench—No .................... Width_-_................ Total Length..._..............c. Total leaching area....................sq. ft. Seepage Pit No..................... Diameter.......... Z'... Depth below inlet.........4..... Total leaching area..... ft. z Other Distribution box (X) Dosin tank ( ) a Percolation Test Results Performed by-- --=--- -K.. 14 --------------•-- - ..---.=-,--y.=-----•- .bate......_....---- _------ - ---_--- a Test Pit No. 1.."'.-7- -_-minutes per inch Depth of Test Pit........ID.-...... Depth to ground water........40......... GT, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ •-------•--------------•------------.......-----•-••--•----•----.....................------.._............................................................... Descriptionof Soil.......... ( ----------- ---------•----•--•-•--------•---•-----------------------•---------------------------------•-------------•---------------- U �!_ t1 t/\......._.J1� IJ ---------------------------------------•---•------••----.............-•----------.......---............--.. W =------------------•---•-------•-•--------------------•-----------------•-•-•---------------------------------------•----•-------------------------•----•---------------------------------- U Nature of Repairs or Alterations—Answer when applicable._.............................................................................................. •------•-------------•-----•----.......---•----•---•-•••••-•-••................. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITTIE 5 of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has bee issued by,the board of hea th. Signed..... �a.......e-C............... ...._..... Pate Application Approved By. ---�'f C•..-/�... ..�,1� ��r.�• 8 8-- .............. Date Application Disapproved for the following reasons---------------------------------------------------•----------••-------------........................-•-....... ...............................•------------------------------------------•---------------•-•------•--••--•--••••---•••---•••......•---•--•----........................................................ Date PermitNo......................................................... Issued....................................................... Date THE COMMONWEALTH OF MASSACHUSETTS i --^ BOARD F HEALTH .......I.P.wa_...........OF........ ...f (.J L��t; - .......................... (9rdifiratr of Tomlifianrr , THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by-----------------C -..... ...................------........---------------------•-••-----.......-•-•-----.......-•-•-•--••---•---------...---.........---------...--------. jnstaller Y has been installed in accordance with the provisions of TIT r 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No..... 1--- -.1,3Z............. dated_.............................................. THE ISSUANCE OF THIS CERTIFICATE SHALT. NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. }� DATE................•-----------•-•..._....... ------------------- Inspector.............- _,2_I_/Y.1:1P............................................ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH - r�7-, /��GCS No.. �... FEE........................ Disposal Vorkg T-0 anstr ion rrmit Permission is hereby granted-•••••-•G =-•-•-• -------•-------------------•-----------•-•--•-•-•-•---•-----.........---•--................. to Construct ( I-Kor Repair ( ) an Individual Sewage Disposal ystem i at No-------ar---2..-•5----•---•------^V....... _.r ........... . Street t. as shown on the application for Disposal Works Construction Permit No................... Dated.......................................... ## 'E•-"-'-j•--r'��--- •- --•------•- ............................................ :g `* o rd of Health DATE------------------------•---------••---•---....------------............------_. -...,� 1 s, FORM 1255 HOBBS & WARREN. INC.. PUBLISHERS I Health Master Detail Page 1 of 1 O Health Master Parcels Search Selections SIT Applications Logoff mckenzim Parcel I Septic I Perc I Well I Fuel Tank Parcel: 206-069 Location: 531 SOUTH MAIN STREET,Centerville Owner: HARVEY,]ANICE A TR Business name: '! T Business phone: - Rental property: ❑ Deed restricted:❑ Number of bedrooms Contaminant released: ❑ Fuel storage tank permit: ❑ Save Parcel Changes I Return to Lookup Parcel Info Parcel ID:206-069 Developer lot:LOT PARCEL B Location:531 SOUTH MAIN STREET Primary frontage:62 Secondary road: Secondary frontage: village:Centerville Fire district:C-O-MM Town sewer account:No Road index:1507 Interactive map F Town zone of contribution:AP(Aquifer Protection Overlay District) State zone of contribution:OUT Owner Info owner: HARVEY,]ANICE A TR Co-owner:)ANICE A HARVEY TRUST Street1:531 SOUTH MAIN STREET Street2: City:CENTERVILLE State:MA Zip: 02632 country: Deed date:3/3/2009 Deed reference:23497/264 Land Info Acres:0.93 use: Single Fam MDL-01 zoning:CBDCRNB Neighborhood: 0112 Topography:Level Road:Paved Utilities:Public Water,Gas,Septic Location:Water View,Rear Location Construction Info aukin N Year Buil rocs Area ivin A e Bedrooms Bathrooms 1 1850 544 932 5 Bedroom 2 Full%Half Buildings value:$261,000.00 Extra features: $35,800.00 Land value: $471,900.00 https://itsgldb.town.bamstable.ma.us:8431/HealthMasterDetail.aspx?ID=14415&mp=2060... 5/26/2020 re `(. Legend O Parceel �. - --Town Boundary �'`: Railroad Tracks #5'30 _> '\ Buildings Approx.Building 0 Buildings -Painted Lines \ Parking Lots •:`' ''';: '.*.� 206067 ❑ Paved [1 Unpaved Driveways 17 Paved 206068 Unpaved #525 { Roads 13 Paved Road f, Unpaved Road Bridge J ■Paved Median f f - Streams f Marsh f` 206066 G Water Bodies #45 206069 '"'�::•.::::::�::C:.��::::::,:•:is� y) #531 206071. .::.:..: r 2060.70 ;C,: Map printed on: 5/26/2020 This map is for illustration purposes only.It is not Parcel lines shown on this map are only graphic Town of Barnstable GIS Unit adequate for legal boundary determination or representations of Assessor's tax parcels.They are Feet regulatory interpretation.This map does not represent not true property boundaries and do not represent 367 Main Street,Hyannis,MA 026oi 0 42 83 an on-the-ground survey.It may be generalized,may not accurate relationships to physical objects on the map 5o8-862-4624 reflect current conditions,and may contain such as building locations. Approx.Scale: 1 inch= 42 feet cartographic errors or omissions. gis@town.barnstable.ma.us , • ri f ; � yfiu � /� L�O r%s AL'i3F,(:•� fir+. � .. _..:"� TA- i S 07r U 14. I J tit (9 Yid �^. ry ~ - `+ e tv OQ 1 t•, + 1'-l•t�f� i ice."y,/ ' � i �'--.----T. S f3+ " D44p q '-/?-7 AL -46 22-7 I s i . � 4 l �' ►� ID ��• ''"ter P/T N i 1 ,Cj' ' L A r� f FOZ ,.• 17`�. ate`=`" T .,- J ` �,. Mz •.-.,`��' c x41 �.. �t= !�� Fri!=t3 ���-%�' � - -- _ __�•!3 �� �� j ,� ,�' ,�v� � (�8� - - d„t d„►} a►a t�3r h2. O 4RCT `Ce 1 OTIAQIIL- I Cw 1 t1 lwv. of Eta+ 3 1 �r� or ?)4 t g.+,XTE:� . ! fca •;g � � �w WA r&e '� slf + tb;vRl E�Qa