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HomeMy WebLinkAbout0682 SOUTH MAIN STREET - Health 682 South Main Street Centerville A = 186 038 UPC 12534 No. 2-153LOR W1%5' HASTINGS, MN 4 No. Fee Aia01" / THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ✓ t/ Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS 0ppYication for �Digpogaf bpgtem Cowaruction Permit Application for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No./.fa SOtGr/1 IT aj'n s f - Owner's Name,Address and Tel.No. »der✓/%lC, m A /fob E �- `Triple-We Assessor's Map/Parcel 0411 / o� �r��� O 8 P,O oX 3 3�, Installer's Name,Address, d Tel.No Designer's Name,Address and Tel.No. —3,3�_q Type of Building: Dwelling No.of Bedrooms (O Lot Size 3 - Garbage Grinder(W Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 6100 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets / Revision Date Al-A TitleSi W_ Pla)'i sopa-.ed-. l rw� m,orOyc-f Size of Septic Tank / 500 42l10>7 Type of S.A.S. /w6h)-JA godsf go 1130 Description of Soil; U_�" SL /0 yr 3/a k—d N" L_S /b y r /G o?y rf 4 " L' f'►-he_ .sue,o.L 5 N r 7/3 , dN" - /2 G' C rte- 42naL �1 S!l r 71? cv&Jer PhCaunfere_ �.Lc. 4? JrP/hGhe� 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 Certifi- cate of Compliance has been issued this oare ` Signe B l `�� Date J 2" Application Approved by Date Application Disapproved for the following reaso Permit No. o Date Issued TOWN OF BARNSTABLE LOCATION !(q M,&i SEWAGE # AJJO/ Y VILLAGE 6a,9 ASSESSOR'S MAP & LOT INSTALLER'S NAME& PHONE NO. i eels - a i_i-1, / SEPTIC TANK CAPACITY `J��® " land LEACHING FACILITY: (type) � (size) 30 e 70 NO. OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: '�S U•z Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by ii S� y►na�,�, 1 `�t'. �O � � `��' � ` � t o O �°� � << 6� .� ��,�y x�,�� laC � . - t r� 40-a e ,....F'' ...- :,y d.'..y,,.,_. �.. ', /}'j' •3, ' zFee ` o Entered in computer: Tht-COMMONWEALTH OF'NYASSACHUSETTS Ye - } PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE,6MA SACHUSETTS s S a Zipprication for 30iow i *potem Construction Permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No./fa .5 p u` I A Q I /2 S- Owner's Name,Address and Tel.No. Assessor's Map/Parcel G'J7 fir✓/��N, rY) f� 4k D cSo X 334 �%2 h h °tY. •�• �/"%p���(�• a /2 /f& 110arcel 038 ,• o /V ON Installer's Name,Address,rd Tel.No Designer's Name,Address and Tel.No. ��Q �yS ©� l` .f'ul/i✓�I� ✓7�/iiuo/�'� ShG 7 C. w �' a. '1 -<<�� St Cf 1 lI P, M�{ 401115.'r Type of Building: Dwelling No.of Bedrooms Lot Size f• 3 Garbage Grinder(A0 Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures) Design Flow _6 6d gallons per day. Calculated daily flow gallons. Plan Date o100/ Number of sheets / Revision Date A/h Title G Pl&h rOoaL2d. _r nOtaYcf7wx& Size of Septic Tank Type of S.A.S. l f0�Ae-1 f 0s F 30li 3 Description of Soil; 0— " f3 51- to Vr 3/ - -p? Y n 8 L /d 4 r G/� �i're 44pL ��' r 7/3 �N" -' /2 0* C _ram 44-n1. �.5 r LUrL�Cr l'hCounte��.0 Gib' P.+L� �^='0 ��PihGhr.� J 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 1,Cerliffi- cate of Compliance has been 'ssued this Bo=ea \ Signe yt �"~'� Date � �Z Application Approved by 62 Date Application Disapproved for the following reaso a s> a Permit No. Date Issued ———— awl THE COMMONWEALTH OF MASSACHUSETTS �'"""�pr BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded Abandoned( )by at G sa ou yj md-✓rn 5f• ,e-Mar d)%/6 4 h e constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N dated Installer Designer The issuance this p' rmit shall not be construed as a guarantee that the Sys will f}nction as sign d. r Date �v 1 �� ��. Inspector - Ki tit a - -_--_�_ No Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Mizpaal 6potem Construction Permit Permission is hereby granted to Construct( )Repair( )Upgrade(X )Abandon( ) System located at i (u 5oiw *l n7kia 64- , LAG/? ✓�%/ew and as described in the above Application for Disposal System ConstructiowPermit.The appli �tt recognizes his/her duty to y �� comply with Title 5 and the following local provisions or special conditions. Provided Constructi n must be completed within three years-,of the datrof Date: ,i ,. Approved �lwi % •'t � � 'N r TOWN OF BARNSTABLE LOCATION �. - SEWAGE # ��O/aJW VILLAGE 6 h.�iti� ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. }fIcl'ed SEPTIC TANK CAPACITY `5-®® � � IDDd �i/��1,5V �? LEACHING FACILITY: (type) L L�hfG�iarQ 141 if I� (size) 30 !C/ 70 NO. OF BEDROOMS 1 BUILDER OR OWNER i 7 _ PERMITDATE: r6� do2 COMPLIANCI�DATE: GLS 02 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 Wedand and Leaching Facility (If any wetlands exist within 300 feet of leaching facility) Feet Furnished by Sa. t. PAJ% b C9 e.4c /� Assessment Reults Page 1 of 3 o �7- Contact Town Hall Hirr. Wednesday,September 5, 2001 Home I Search Site I Government Departments_ I Information Center I What's New 7isd on Fiscal Year 2001 Assessor's database and is provided for information purposes Data presented here will be reflected on the Tax Bills mailed late April, 2001. 682 SOUTH MAIN STREET Map/Parcel/Parcel Extension: Mailing Address: 186/038/ TRIPLETTE, ROBERT E & Owner of Record: TRIPLETTE, MARIANNE D RIPLETTE, ROBERT E & BOX 336 Property Location: PILOT MOUNTAIN, NC 27041 682 SOUTH MAIN STREET Parcel ID: 186038 Fiscal Year 2001 Assessed Values Building Value: Extra Features: Outbuildings: Land Value: Totals: Appraised Value $ 108,100 $0 $0 $ 104,600 $212,700 Assessed Value $ 108,100 $0 $0 $ 104,600 $212,700 Sales History Owner: Sale Date: Book/Page: Sale Price: TRIPLETTE, ROBERT E & 6/15/1990 7212/107 $ 160,000 STANTON, GEORGE S TR 4/15/1984 4078/232 $0 JACOBSEN, ANN LEA 2/15/1980 3058/92 $65,000 Land and Building Description Land Building Lot Size(Acres): Year Built: 1.3 1945 Zone: Living Area: RD1 1385 Appraised Value: Replacement Cost: $ 104,600 $ 118,821 Assessed Value: Depreciation: $ 104.600 24 http://www.town.barnstable.ma.us/Information_01.../results.asp?MAPPAR=186038&B1=Submi 9/5/01 Assessment Reults Page 2 of 3 Building Value: �:. $ 108,100 Construction Details Style: Interior Walls: Conventional Typical Model: Residential Interior Floors: Grade: Typical Average Grade Stories: Heat Fuel: 1 1/2 Stories Oil Exterior Walls Heat Type: Vinyl Siding Typical Roof Structure: AC Type: Gable/Hip None Roof Cover: Bedrooms: Asph/F GIs/Cmp 3 Bedrooms Bathrooms: 2 Bathrooms Total Rooms: 7 Rooms Outbuildings & Extra Features Code Description Units/SQ FT Appraised Value Assessed Value No records returned. Building Sketch I�8�. v http://www.town.barnstable.ma.us/Information_01.../results.asp?MAPPAR=186038&B1=Submi 9/5/01 Assessment Reults Page 3 of 3 http://www.town.barnstable.ma.us/Information_01.../results.asp?MAPPAR=186038&B1=Submi 9/5/01 a.-S' W-W W-6' W-4• - 1--� CATP2CRAL4* IW.11oo LV I . pppppp - V41W 24W a 'Ad teaw 2ffi �� ARM EH ~MAIM BATW Alm KITCAAEN I I ii pl II - APM !AB enIrTL'sy I i� U 2A - --- : 2aa 29 1 - I LIVIw- U � I�tCB Z ct , z lu 4'-0` - _—_— ju U n YI RA W n Y- 2� z wQ -- L T J 2a4r , a m -tr art Do= Y47 at maw v MUM"AFV= SWEET 2 OF 7 Nam AM 4 ELo 9Hei9 V1�00le. 57-d L�QCATT�Q1�6 D11'1PDI81OiA PRIOR FIRST FLOOR PLAN 1n MOMarsa�R f iNgrtalnTRri SCALS, 1/4' I'-W mm WILL eaonac eaPu�O DRAWN BY: K A DATE: 10/22/07 t � LU EK Emma= AM= AM= 5-5• 4 WIN — c�- wAu L L Mali AWM- .a CMERVATORY - AM= MA VIFL7 AMI�i m I f w I I ———------ ------------ § . A� aa� 4 i exsmr. Ztu �I m I Z Q lu a ROOF 1 ; T ------ ---J o xt� — Y SEGOND FLOOR PLAN A'-O• 18'-O• 4'-O• .n .n co SCALE:V4° - P-O' SHEET 3 OF 7 05SERVATORY FLOOR PLAN 2,-5• v-9P W-V 4'-0• iJOB' oaza N BY: KW DRA►^1 Y , DATE-e. t � � -� IL611 �7 El 10 LE3 ®0 00 AS-BUILT FRONT ELEVATION AS-BUILT REAR ELEVATION va �� AS-BUILT RICsNT ELEVATION Scale,va° r-0° AS-BUILT LEFT ELEVATION . SOLE, I/a° . 1'-O° - SCALE: I/4°- 1'-O° 0- Q .. - FAMILY 13AIIi 16.0 �. 00 ii s Z to � e wa rBEDROOM ® Z 1------------ `----- - — U NJ —' L UP CIVIL ----------------------- (Y { 1 SNEEr 4 OF 7 7 —If- 4 AS-BUILT FIRST FLOOR' LAN AS-BUILT SECOND FLOOR PLAN .. - SCALE:11W- V-0° ; SCALE: 1/4"- r-W JOB: 0528 kl DRAWN BY: KW t pA E: 10/22/07 - - - ` -- ----- -- ---c�-- ----�?1 -11 p1Lp 4w i Iu i 14-1d s'n 4'-1a I. I i Y �r (( to � LU I; P P D � -------------------- b i • , L : I I-I I 1 ---------- lu -----�'€ I I lu > Z Uj lu b I to Q JU i GARAGE I a IL r--- I I --------JtI 1 SNEET s OF 7 FOUNDATION PLAN SCALE, 1/4° . y-O' 11 PRAWN BY: KW f DATE: 10/2:2, Of HARD 5rasa, �Y. f{. `�5✓ LOCUS * ° J3: , Q -�•• �.�1 No.34312 DESIGN DATA ' 6 Bedrooms•4 Existing 2 Proposed • Daffy Flow w 6 x 110 GPD/Bedroom a$60 GPD ' M .• ` •• _ \ ('� ��• Jam• s° . 11Mln/ / N Septic Tank:660 GPD x 2007E z 1320 GPD ' 10 � � �-' W• ' Use 1600 Gallon Septic Tank Leaching Bed ` � /� `\ ••� '•'�r + ,� F. GPD/0.74 s 692 SF Required / \\ �"F" M� ER ILLS A R 042 Bottom Area Only saw ` Sk 1487ft 479 Bottom Area■30'x 30'■900 SF Buffer Zone / ` 1 5 t1 900 SF Totol Provided �l �\ LOCUS PLAN 6 "' \ '• •� Scale: 1:12,000 \ Assessors Map 186 1 can, Parcel038 NOTES roao' ................��/��` I 1• 4 Buffer zone l ' t,� Wofland Repo GROUNDWATER PROTECTION I.Water Supply ForThis Lot Is Municipal Water l •• Pfocod By ENV OVERLAY DISTRICT• "AP" 2 Location of Utilities Shown on This Plan Are Approx. \ ® 100 YR FLOOD ZONE:A10 y� At Least 72 Hours Prior to Any Excavation For This • 56 949± 5 \ I — ` ' e� OT AREA. I ZONING:"RD-1" Project The Con Dig Safe(l- Make The Required 1 \ •�' SETBACKS: � Notification to DigSafe(I-688-344-7233) 3,The Contractor is Required to Secure Appropriate ykpA, � � - •• ° S • Wnp FRONT-30' Permits From Town Agencies For Construction ' `,t - • Defined byThis Plan. -� Cr ` SIDE-10' e� 4 Install Risers asRequiredto Within l2"of �.� s�,. \ \�"�1° . REAR-10' d Finished Grade. \' a %�� �� ` \ • fS.AllStructures8ui•iedFourFeetorMoreorSubject ••''• '•. / •�� �� �'' � rrn7 \ \ to Vehicular Traffic to be H-20 Loading. � ••••..,,,,,,,•,,,,,,,,,,, ,,•• \\ 6 Septic System to be Installed i n Accordance With • 310 CMR 15.00 Latest Revision And The Townof W" Barnstable Board of Health Regulations 1 is, \ • �� 24'�0 Opening Above For M.H. 7. All Piping tobe Sch.40 PVC. \ \\ \ / I/20Galv. Pipe F6r FrameaCover. 7 /�, \ ` Float Support C1� :4 PROPOSED SEPTIC -f'" p 1-6W Gel Drywelfwd l _ \ \ \ \ w SYSTEM&GRADING ��C i of Stone for Roof Runoff \ `, \ R 6 .. s� /� /�� ��—PROPOSED \ �`'� Pump Power& FloatControl To D-Box '' ................ ( o �y- $. a c�q TIMBERDECK,� ��+ `•, Cables installed in Accordance Finish Gradefnm© .. B""'1ed' �, \�' With Local Bldg.a Elec.Codes. -- Compacted Fil I ---f ter 4'�0 Perforated 1 O 446�5// \ \\ \6 p Filter v c EtacMo meter ' f Fabric PVC Pipe / 2 Story... \\ 4 0 From- Septic HIM O / Tank. Sch.40 PVC Precast Pump .e Cal S M*019on 1 � �0 1/8 -1/2• Carl, r:c,:i ./ Wood Dwellln�•, l '�, \ Chamber _ Pea Stone `'� """ EXISTING SEPTIC '682 TO BF PUMPED& \ _O 3/4"-1 1/2�� FILLED WITIi CLEAN t � 1 ,?►°� e:� Double Washed MATERIAL ,D— � I Stone M''ar / I ,•. 1 Bound • �' l i 74.i Bound PLAN Ifil 5 .5 S•5 .5 , 12.4' I N►0 Gal Drywen w/1' / NOTE: If Encountered Remove&Replace 1 ALARM TO BE ON All Unsuitable Soils Within 5'of the of Stone for Roof Ru ff / 4 0 Sch. 40 PVC Finished Outer Perimeter it the System. TH-TH�/I I �' . a�or.� From Septic Tank Grade/� SEPARATE CIRCUIT ,V_ CROSS SECTION OF LEACHING BED I l ! ;bbD p A,o. p o1 / aote Conduit Thru Chamber Not to Scale 1 D j LkfeWate r For Power a Float Galv' " To D-Box g o+;�,0 1 , a+8. Emergency Storageo Cables. Chain p; Min.2 Cover 1 1 Vol. k 3 1,A� o, 1 rP t AI•arm ri o11 _ i c 7 on El. 4.1 ° 2"0 Sch.40 PVC F .10.9• - �ARLELfAINIlVc1r r' � E�''.2 3 r � 1 Pump on EI. _� Mercury Float � •� Threaded Pipe --- _ _ LEVELERS W —� SOIL TEST 1 d��1 Switchs-3 Req d �— -�o"t p, lo.y VA 10-i _ P#9M2 Date of Soil Test:12A7i00 \ p ;�� -Purnp off El Z.(a Check Valve +--�„-, Soil Test Done by.Stephen Doyle(Soil Evaluator) Won P+» e Secure Pi pe at Top& �L 6 gi o 0 0 0 .4. ' Witnessed by:Donna Morandi Bottom of Chamber ° I J A.• ` '' �. Re Bottom El 1.(y SEPTIC 'TANK WMP S'IKMON '� a �R:E. r o Dear D 6 Washed 1500 GAL 1000 GAL. Observation Hole:1 8 2 Elev.=8.3 `7 L a o c.�� Min. H-z0 ►t-ZO Percolation Rate<2 mInAn at 36" g ,D Stone Min. QL.L l' �' Depth Horiz Texture Color Mott. Other > SECTION T— NOTE:waterproot/Seal Concrete Septic Bedding as �" A SL 10YR 32 Lawn 8 Tank&Pmnp Chamber w/2 Costs Per Title 5 EL.4.4 CORR. Comp.SL Min'/:hp Pomp of Approved Sealant EL.1,f� o85ER 8"-24" B LS 1oYR 616 Loose, PUMP CHAMBER DETAIL To be Approved DEVELOPED PROFILE OF PROPOSED SEPTIC SYSTEM 10�'Gm1e' By The Engineer 12407100 Not to Scale weu�:M1wz9 24"-84" C Fine Sand 2.5Y 7r3 No Stone Not to Scale Zd,E: Ut►r<y A Water Encountered at Elev.1.8(78 Inches) ut AD3;Z,(r 84"-120" C Fine Sand 2.5Y 7/3 No Ston Iwo e ' Directions to Site: From Hyannis-Take Main Street to the West End Rotary and take a right onto Scudder Ave.;Take a right at the stop sign onto Smith Street which turns into Craigville Beach Road;Take a left at the lights onto South Main Street; House is on the right#682. Title: PREPARED BY: PREPARED FOR: Notes/Revfslon: Robert E. Triplette The property line information shown was compiled Sullivan Engineering, Enc. CO.ap son,9 u ry Marianne D.- Triplette from available record information and does not Cb SITE PLAN PO Box 659 7 Pcrker Road 682 South Main Street represent• an on the ground survey. PROPOSED IMPROVEMENTS Osterville, MA 02655 Osterville 14A 02655 Barnstable, Mo. (508)428-3344 (508)428-3115 fax (508)420-3994 (508)420-3995 fax (Cen terville) The topography and detail shown was obtained o by conventional survey methods. 30 0 15 30 60 12o Field: MDH/WHK Draft: MDH The datum used is NGVD '29, Date: Scale. „ _ , Comp.: MDH Review: RLH September 4,2001 ' 30Eff]. Prof. # Drawing # C492G1