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HomeMy WebLinkAbout0005 MINTON LANE w � 6 F / y. . .h w' o.N 1x S rA y is Y c� �w m e N MINTON LANE R-52.50 L,125.92; 41 �s ir) LOT 9 2s.s'f bn CONCRETE FOUNDATION 00 OPEN SPACE TF=107.6' 34.4 f LOT 10 20,115 SFf 0 co 0? 108-82' 64 C-16-a Z OPEN SPACE JOB # 99-246 LOT 10 CERTIFIED FOUNDATION PLAN. FOR THE PURPOSE. OF OBTAINING A BUILDING PERMIT ONLY PREPARED FOR: LOCATION MINTON LANE CENTERVILLE, MA .. SCALE : 1 " = 40' DATE DECEMBER 14, 2001 MAINE POST REFERENCE LOT 10 PB 541 PG 59 & BEAM I HEREBY CERTIFY THAT THE STRUCTURE �N Of 4r, .� SHOWN ON THIS PLAN IS LOCATED ON THE tPL 'ji,,., .GROUND AS SHOWN HEREON. ��� ARNE off 508-362-4541 H. ,F fax 508 362-98M OJA o N 348 down cape engineering, inc. CIVIL ENGINEERS ------- LAND SURVEYORS 1,0 + DATE R SURVEYOR 939 main sL yarmouth, ma 02675 TOWN OF BARNSTABLE CERTIFICATE OF OCCUPANCY PARCEL ID 174 007 017 GEOBASE ID 38967 ADDRESS 5 MINTON LANE PHONE CENTERVILLE ZIP - LOT 10 BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT CO PERMIT 62037 DESCRIPTION C/O FOR SFH 69DER PERMIT #56021 PERMIT TYPE BCOO TITLE CERTIFICATE OF OCCUPANCY CONTRACTORS: Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES: BOND $.00 `S O�IME CONSTRUCTION COSTS $.00 756 CERTTrl*fATE OF OCCUPANCY 1 PRIVATE ?'* • # BARNSTABLE, I / 039. A`0�► � �FD BUI DING DIVISION BY DATE ISSUED 06/26/2002 EXPIRATION DAT-E-- THE FOLLOWING IS/ARE THE BEST IMAGES FROM POOR QUALITY ORIGINAL (S) I M AC(, � L DATA ti IF v , Department of Health, Safety and Environmental Services tom , * BARNSTABLE, • MASS. i639. Fp�I;l BUILDING DIVISION BY <' E TOWN OF BARNSTABLE, s ..,. BUILDING PERMIT t PARCEL ID 174 007 017 GEOBASE ID -88967 ADDRESS - 5 MINTON LANE PHONE s CENTERVILLLE ZIP ,LOT . .10 - BLOCK LOT SIZE DBA DEVELOPMENT DISTRICT" CO PERMIT 56021 DESCRIPTIQN SFH i PERMIT TYPE BUILD TITLE -NEW :RESIDENTIAL BLDG PMT CONTRACTORS: PAUL R PAC:ELLA Department of Health, Safety ARCHITECTS: and Environmental Services TOTAL FEES;< $65663 i BOND , $w00 CONSTRUCTION COSTS $150;'848..00 � �► 101 S NGLE(FAM HOME DETACHED 1 - PRIVATE P.'.4 ,E„'. / k. - * iARNSTABM * I �` 73.4— i6 9. s r BULL 9N VISION-,~" BY DATE ISSUED 09/26/2001 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 OFTHIS 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 2. PRIOR TO COVERING STRUCTURAL MEMBERS HAS BEEN MADE.WHERE A CERTIFICATE OF OCCU- (READY TO LATH). j PANCY IS REQUIRED, SUCH BUILDING SHALL NOT BE ELECTRICAL,PLUMBING AND MECH- T 3.INSULATION. OCCUPIED UNTIL FINAL INSPECTION HAS BEEN MADE. ANICAL INSTALLATIONS. 4.FINAL INSPECTION BEFORE OCCUPANCY. ISO" o e 0 BUILDING INSPECTION APPROVALS PLUMBING INSPECTION APPROVALS ELECTRICAL INSPECTION APPROVALS f 2 2_ . z �� 2F © /� 3 !O � ac,S^ 1 ING INSPECTION APPROVALS ENGINEERING DEPARTMENT Vf%#,NO2^i L-ro Cop 0 2© O BO RD F HEALTH �� •� �� gc t'. 6)U� OTH • E L`AN REVIEW APPROVAL O I I WORK SHALL NOT PROCEED LINT PERMIT WILL BECOME NULL AND VOID IF CON- INSPECTIONS INDICATED ON THIS THE INSPECTOR HAS APPROVED E 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. Q � D � D � �1C I TOWN OF BARNSTABLEkPUILD , C EP`RR-MIT-ApPPLICATION Map 17 Parcel 097 ©/ Permit# � 11^ �M Jc� Rt IIIRpf4lAPf!-n Health Division , __ __�- Date Issued 1` Conservation Division ' ! Z Fee > Tax Collector �� SEPTIC SYST ,vr 50. Treasurer a�-P (Z Z_G�:� 'mot INSTALLED Till7'�� � E Planning Dept. ` ....,. �V t,.�.ENVd� ' LL,J r i AND Date Definitive Plan Approved by Planning Bo "" � Historic-OKH Preservation/Hyannis Project Street Addressc,- M, ►JT©I� L,Al� ( DES. LET /O ��� Village ��I V + Owner 5 iDL �'�� Address Telephone oS S33 " 10 D-,`60 ,MA- � Permit Request lr1(ot-{�, k,�Cx, �N Lf- REAR Pry , Square feet: 1st floor: existing proposed 2nd floor: existing _ proposed Total new . Valuation I CO ffZdrtirfg District P Flood Plain G Groundwater Overlay Construction Type CoNcl� JiJ&U-FAM -Lot Size 201 �l� � Grandfathered: ZYes ❑No If yes, attach supporting documentation. Dwelling Type: Single Family Two Family ❑ Multi-Family(#units) Age of Existing Structure Historic House: ❑Yes E(o On Old King's Highway: ❑Yes Ao Basement Type: Full ❑Crawl YWalkout ❑Other Basement Finished Area(sq.ft.) Basement Unfinished Area(sq.ft) Number of Baths: Full: existing new Half:existing io new Ir Number of Bedrooms: existing_ new 3 Total Room Count(not including baths): existing 0 new First Floor Room Count 3 ,Heat Type and Fuel: C�Gas ❑Oil ❑ Electric ❑Other Central Air: S Yes ❑ No Fireplaces: Existing New Existing wood/coal stove: ❑Yes Cif No Detached garage:❑existing ❑new size Pool: ❑existing ❑new size Barn:❑existing ❑new size Attached garage: ❑existing Znew sizeV,,22 Shed:❑existing ❑new size Other: Zoning Board of Appeals Authorization ❑ Appeal# Recorded❑ Commercial ❑Ye s M(No /If yes,,site plan review# Current Use 1-4110 Proposed Use oak_ Q' ��rr BUILDER INFORMATION Name tlf!`( CpCbt-1`f' "5L4 5 5M,'� Telephone Number Address -0- D( License# 2- ww'I'4-, MA 02ca l03 Home Improvement Contractor# lOq 3�� Worker's Compensation# kl( 2-• ?j l5 ~%6Z ig -01 ALL CONSTRUCTION DEBRIS RESULTING FROM THIS PROJECT WILL BETAKEN TO �� �I�® A� (1-6r- SIGNATURE DATE ��l01 FOR OFFICIAL USE ONLY z .. PERMIT NO. - , } DATE ISSUED MAP/PARCEL NO. . s r . ADDRESS -VILLAGE ` OWNER ' � ' •. .` _-` "' " �' .. �� - � E - '. DATE OF INSPECTI is FOUNDATION .'�� ` FRAME r- � INSULATION a FIREPLACE ELECTRICAL: ROUGff FINAL h f �L PLUMBING: ROUGH` FINAL f Y GAS: ROUGH ;'FINAL = ; FINAL BUILDING DATE CLOSED OUT; ASSOCIATION PLAN NO. _ s , 7i 0MAgp mftJ . . TaWt.lSilb ptowipd"podhaW for One and TwO FamRy ResidmtW 1300IRP Besoed b Foeb MAXIMUM MUffm M al culzingCellia8 Wan ReuHoot Hammmc Slab °0 � W 5"1 to 6500 ia;Degm D� Q 12% 0.40 3i a 19 '10 6 Nam l R 129A Ckm 30 19 19 10 6 Nm W S 12% 0.50 3i 13 19 10 6 iS AFUE T 13% d36 31 13 25 WA WA Nmad 0 15% OA6 33 - 19 - 19 - :-.10 — - ='6 Nom W _. LR V 15% 0.44 38 13 2S >WA WA is AF1JE w 15% 032 30 19 ' 19 10 6 iS AFUE X IiK am3i 13 ZS WA NIA Nmmal Y 18% Q42 31 19 2S �WA WA Nomni t IV/. 0.42 38 13 19. —t0 6 90AFUE AA 1i9A 0.50 30 19 19 =10- 6 90AFEM 1. ADDRESS OF PROPERTY: �!" IC) FOOTAGE OF ALL EXTERIOR WALLS: I1 .1 r' 2. SQUARE , 3. SQUARE FOOTAGE OF ALL GLAZING: 4. %GLAZING AREA(#3 DIVIDED BY 42): p°oy S. SELECT PACKAGE(Q—AA-see chart above): NOTE: OTHER MORE INVOLVED METHODS.OF DEI RNIINING ENERGY REQUMIUVU NTS ARE AVAILABLE. ASK US FOR THIS INFORMATION. BUILDING INSPECTOR APPROVAL: YES: NO: q-fon=4980303a 780 CMR Appendix J Footnotes to Table J5.7-1 b: Glazing area is the ratio of the area of the glazing assemblies (including sliding-glass doors, skylights, and basement windows if located in walls that enclose conditioned space, but excluding opaque doors)to the gross wall area,expressed as a percentage. Up to 1%of the total glazing area may be excluded from the U-value requirement. For example,3 W of decorative glass may be excluded from a building design with 300 ft=of glazing area. 2 After January 1, 1999,glazing U-values must be tested and documented by the manufacturer in accordance with the National Fenestration Rating Council (NFRC) test procedure, or taken from Table J1S.3a. U-values are for whole units:center-of-glass U-values cannot be used. ' The ceiling R values do not assume a raised or oversized truss construction. If the insulation achieves the full insulation thickness over the exterior walls without compression, R 30 insulation may be substituted for R-38 insulation and R 38 insulation may be substituted for R-49 insulation. Ceiling R-values represent the sum of cavity insulation plus insulating sheathing-(if used). For ventilated ceilings, insulating sheathing must be placed between the conditioned space and the ventilated portion of the root •Wall R-values represent the sum of the wall cavity insulation plus insulating sheathing (if used). Do not in exterior siding,structural sheathing,and interior drywall.For example,an R 19 requirement could be met EITHER by R 19 cavity insulation OR R 13 cavity insulation plus R-6 insulating sheathing. Wall requirements apply to wood-flame or mass(concrete,masonry,log)wall constructions,but do not apply to metal-frame construction. The floor requirements apply to floors over unconditioned spaces(such as unconditioned crawlspaces,basements, or garages).Floors over outside air must meet the ceiling requirements. The entire opaque portion of any individual basement wall with an average depth less than 50%below grade must meet the same R-value requirement as above-grade walls. Windows and sliding glass doors of conditioned basements must be included with the other glazing. Basement doors must meet the door U-value requirement described in Note b. The R-value requirements are for unheated slabs.Add an`additional R-2 for heated slabs. If the building utilizes electric resistance heating use compliance approach 3,4, or S. If you plan to install mom " than one piece of heating equipment oi•'more than one piece'of cooling equipment, the equipment with the lowest efficiency must meet or exceed the efficiency required by the selected package. For Heating Degree Day requirements of the closest city or town see Table J52.1 a NOTES: a)Glazing areas and U-values are maximum acceptable levels. Insulation R values are minimum acceptable levels. R-value requirements are for insulation only aad do not include structural components. b)Opaque doors in the building envelope must have a U-value no greater than 035.Door U-values must be tested and documented by the manufacturer in accordance with the NFRC test procedure or taken from the door U-value in Table J1.53b. If a door.contains glass and an aggregate U-value rating for that door is not available, include the glass area of the door with your windows and use the opaque door U-value to determine compliance of the door. One door may be excluded from this requirement(Le.,may have a U-value greater than 035). . c)If a ceiling,wall,floor,basement wall,slab-edge,or crawl space wall component includes two or more areas with different insulation levels,the component complies if the area-weighted average R-value is greater than or equal to the R value requirement for that component. Glazing or door components comply if the area-weighted average U- value of all windows or doors is less than or equal to the U-value requirement(035 for doors). EST/MA TED PROJECT COST WORKSHEET LIVING SPACE Value (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= GARAGE (UNFINISHED) square feet X:$25/sq. foot 00. PORCH square feet X$20/sq. foot= DECK 2.d square feet X$15/sq. foot= D OTHER square feet X$??/sq. foot= Total Estimated Project Value r1.O� I ` RESIDEN TIAL BUILDING PERMIT FEES APPLICATIO E New Buildings,Additions 0 Alterations/Renovation $25.00 Building P endment $25.00 FEE VALUE WORKSHEET NEW LIVING SPACE r = �� 1 square feet x$96/sq.foot= 843 1 D x.0031— plus from below(if applicable) ALTERATIONS/RENOVATIONS OF EXISTING SPACE square feet x$64/sq.foot= x.0031= plus from below(if applicable) ACCESSORY STRUCTURE>120 sq.ft.1 >120 sf-500 sf $35.00 >500 sf-750 sf 50.00 >750 sf- 1000 sf 75.00 >1000 sf- 1500 sf 100.00 >1500 sf-Same as new building permit: . square feet x$96/sq.foot= x.0031= STAND ALONE PERMITS Open Porch i x$30.00= (number) Deck x$30.00 (number) Fireplace/Chimney x$25.00 (number) Inground Swimming Pool $60.00 Above Ground Swimming Pool $25.00 Relocation/Moving $150.00 (plus above if applicable) Permit 4Fee'— projcost Affidavit of Substantial Financial Interest I, J of , on oath dep se and Atate as follows: 1. 1 am an applicant for a building permit for the property located at Map �� , Parcel PP 9 The address of the property is '��J�MhSCdi•J�L�U`: �J 2. 1 have % legal or equitable interest in the real property which is the subject of the building permit application which is identified in paragraph 1 above. 3. Within in the last twelve months from today's date, which is 0 $ O t , the following individuals or entities have had a 1% or greater legal or equitable interest in the real property which is the subject of the building permit application which is 'identified in paragraph 1 above: Name Address � �!r_(z�JI2-t,S TzSl- �J� wrr_ nm c +O, 4. Within the last twelve months, from toddy's date, which is O Ol , 1 have had a 1% or greater legal or equitable interest in the following properties which have been the subject of a building permit application- Map/Parcel Lc)Te '�ryL,040�rp_ Address L.Crr t(artaf 5. Within this calendar year, I have submitted building permit applications for property in which I have a 1% or greater legal or equitable interest: 6. Within the last ten days, I have submitted d building permit applications for property in which I have a 1% or greater legal or equitable interest. 7. Within this month, I have submitted I) building permit applications for property in .which I have a 1% legal or equitable interest. 8. Within this month, I have received & building permits for property in which I have a 1% legal or equitable interest. , �. Signed under the pains and penalties of of� 200 ry, th' �� _ 2001-0050/affin 1 Q/LOTTERY/AFFIDAVIT i BK 1 1 456 PGOO 1 ._ .37674 05--27--19S6 Oa 4.8 QUITCLAIM DEED FIDELITY FINANCIAL, INC. , a Maseachueietts corporation, with a mailing address of 1556 Falmouth Road,` Centerville, MA 02632,. for consideration of Two Hundred venty-Five.Thousand and 00/100 ($. 275;000,00) hereby grants` o James E. Bristol, III, Trustee" of the Barnstable Woods Nominee / Trust, .ur/d/t dated May 27, 1998 recorded herewith in Book II4dSpage �J of 50 Pine Street, South Weymouth, MA 02190 WITH QUITCLAIM COVENANTS the land together with the improvements located thereon located in Barnstable (Centerville and West Barnstable) , Barnstable County, Massachusetts,' being described as follows: r LOTS 1-10 inclusive and the fee in those portions of Minton Lane and Biltmore - 'Place as depicted ' on- a plan of land entitled . " 'Definitive Plan of Barnstable Woods - An open Space Residential Development in Barnstable . Massachusetts. Centerville, Marstons Mille, West Barnstable'' , Prepared for Benjamin Hinckley Realty Trust & Prestige Properties" being dated December 22, and drawn by down cape engineering, inc. , Said plan is duly filed with the Barnstable County Registry of Deeds in Plan Book 541, Pages 59 and . 60. The premises are conveyed together with the right to. use Minton ' Lane and Great Hill Drive, for all purposes for which roads are now or may hereafter be used in the Town of Barnstable, there: was . reserved the right to use said area and said Lane and Drive for the benefit of the remaining land of earlier grantors and the right. to grant said rights to land of .others and such utility and driveway easements. contained in those deeds f or .lots 1, 2, 3, 4, 6, 7, and 8 on plan book 526 page 84 which may appear, of .record. ; . The property:address is Minton Lane and Biltmore Place Barnstable, MA. The premises ` are. conveyed subject :to those matters of record including but'�not limited to: : Easement to COMM.Water, Book 10.861', Page 21; Covenant at Book':11446, Page 94;` Development Agreement Book 11446, Page 97; ' Open space easement and restriction Book 11446, Page 104; u lanning Board Decision Book 11446, Page 108; ;Declaraton ,1of Barnstable Woods Homeowners association Trust at Book 11446; Page 115; r, r ' .r Deed of Open>3pace to Trust recorded herewith at Book 115� , Page3 A i BK 1 ] 456 PG OOP 37674 For our title see deed from the Trustees of Heman Fish Realty Trust dated October 22, 1996 and recorded in Book 10461, Page 248 and .the deed from the Trustees of Zeta Realty Trust dated October 22, 1996 and recorded-in Book 10461, Page 2421 and deed from the Trustees of the Benjamin Hinckley Realty_Trust recorded in Book 11342, Page 207. T4e grantor represents and warrants to this grantee that .the conveyance of .this lot does mom'. constitute the sale or transfer of all or substantially all of.Grantor'a assets and is in the ordinary . course of its business. IN WITNESS WHEREOF, the said ,FIDELITY FINANCIAL, INC, has caused its corporate seal to be hereto affixed and these presents . to be signed and acknowledged in its name and behalf by Nancy J: Manoog, rits President and Treasurer, thereunto duly authorized, this 27th day of May, 1998. FIDELITY FINANCIAL, INC. . . 14 By: Nancy J. Manoog ~, . Its President and Treasurer COMMONWEALTH OF, MASSACHUSETT3 Barnstable, Ies May 27, 1998 _ Then personally appeared before me the above-named Nancy Manoog, .President and Treasurer of Fidelity Financial, Inc. ,: and J. acknowledged the foregoing instrument to be the corporations, r duly authorized act and deed aforesaid, before me. : to P -Je a nson y di Yn expires 11 03 g\deeds\barwoodB.dd Chu, �D ~ .. BARKTABLE COMITY DEEDS REG 01 kEGISTkY OF DEEDS BARNSTARLE s COMITY EXCISE TAX 6ARNSTABLE COUNTY REGISTRY OF DEEDS 05/27/98 r ATTEST ,4 A TRUE COPY, a; 05/27/98 N111111 TAX 627.E REGISTER r -. :IOIN F.MEADE, TAX 940.�0: TOTAL 6V-00 CHCh 940.�,0 CHECK. 627,00 . . 9582A000 14:45 e'` n oa°o BARNSIABLE REGISTRY OF DEEDS EXCISE TAXu�l�L� 11 '14c44 ' COUM EXCISE TAX - N _ y, > 5 r `l' i LUJ rm Fm H LM ® ---- Man- 1 = 1 IHI Ll 1. ,_I - - +- BCALB. �I OF APPROVED BY: DRAWN-AfH DATE: /��G� mil!`�'` �' .RYVIBEO J I tom, V� lO ✓ 1_�'�•"„�rl Imo" I 1�.�1I� DRAW.. G UMBER Ujil LLLI EllEllAL I/iil G 11-�/ V APH PPROVEOBY DRAWN BY - DATE:SCALE REVISED DRAW WD NUMBER G'-cam 12-v' A " F81 ® Fri Ol J p4 00 3 x 3 r r\ I •►/.4uLr� cEi 1. I A- 'o / SCALE:A I'= -/; APPROVfiD BY/ DRAWN BY DACE:t V (�' REVI8ED G 55 I ell 64 _ f I f.zi o- _Ski .tri `f ti� A",l r,;vTze,SCALE I DATE: n � � APP���O�'1 REVISED - DATE: V� DRAWING Ny MBER I� at�►•.�',4r�r�t w-4�,(.5 fo 3G�? +o" H k�"w I ��u�1+7.4T1 1�llNr�t--�� -t�i� T �Ep t%cb•t�t�l��-� I'-'�"t,J � �''��Er'�Krrt�p� ��+�fi��it;r�T�yC�u►�r�s�rto►.t c�,.�,,acTa2 •��►�IGNr1R-�a1.-r51'-o"1'�►-I V�G�c�RN Etz I.l-`�1-!%r�r�or�) .i�l'-�-w�u��ot5,, ,ar�G'-v" o_�, Wit,-��,.«r�NE�r� X I�o" 17GGT� �i3% oTlkC2s -- 22 2 � t �x ' « t �- + t RCN�I.4*5 2�I roklarZ•p aQ + _ `i- + - -f � I-g4 QII-ev GO�•(C� ' � I • lu— SCALE: �1� �..� ,APPROVED BY: 1 DRAWN BY DATE: •'�r': G�•�' REVISED ' I �j��.ld 1�•►^'".�l/j����� L•'4©VI/% DRAWING NLIM13ER I• 1'. �, It SMOKE DETECTORS O.K. i NSTABLE BUILDING DEP; 12 � prra C112 LTLLU -J B -Effli J down otplCf1Siable P�scx 534 Fax f�Yann►s, Massachusetts 026 (508) 775-3344 0 d Phone(508) 790-6265 /-�I: x.��l -1� C I�0�G BCALE:� � AAy�PPP�R�O�VED BY: I DRAWN BY DATE: G,~I� REVISED DRAWIN NUMBER i 't4 I k 1 r i t{G hi 061- �K1'DG 11 a °Rao �6,0 _ ?,,�3v `►� lkr �><� = I hRat+fh�.lctiltT i 1 ✓4VT"tip O �` _... _ _ V�.NdR �Ty�j �'.S`?��2�Cr i�7' . G 21 2•�r.12 bFr2� -� •t�'�}'�I a' LI1. I ',o'o�. , (o.U�. 7�.10"X�,'.�o�.IG. N L _ i!✓/Il- � 'rS"G otJG. 6 ND �.�� ¢"'fowLc�2D C.4P.�C� . r ... r L►t�?.-P�d. g NFF Cnt lAl,{� I- ' lntg (G�D — Y� SCALE:A l'- ��' APPROVED BY: DRAWN BT DATE: ky'G�I, ..I� REVISED DRAWINO NUMBER LfI��I�FI` .�#6� . t�IGIDi SYSTEM PROFILE TEST HOLE LOGS TOP FNDN = 107.5' V WITHIN F FIN. E (NOT TO SCALE) , ACCESS COVER TO 6 0 GRADE ACCESS COVER (WATERTIGHT) 7p ENGINEER: D.A. OJALA, SE 00 MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE WITNESS: JERRY DUNNING I �- . C 6 2� SLOPE REQUIRED OVER SYSTEM 98 D, _^ _ � SE72VjCF RD. i' RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE DATE: 5/26/98 FOR FIRST 2' ..._. PROPOSED 1500 3' MAX. PERC. RATE - < 2 MIN/INCH MINTON /LOCUS SLAB 97,0' GALLON SEPTIC �� (TEE3 I 915$ o 96.75 EL. too' TANK (H- 10 ) GAS 95.0 CLASS SOILS P# s -�_' BAFFBAFFLE95.17' oo \_6�_�-MPMAI _ o 0 0 m Q 0 0 ri INVERT EL. 980t 94.17 m [] [D 0 C] 0 C3 C7 C7 0 4' AROUND MIN 6" CRUSHED STONE OR MECHANICAL ti ( 2 it SLOPf) 4. COMPACTION. (15.221 [2)) MIN 2' C] C1 ED M 0 E7 0 M 0 92.17' 1 ELEV. 2 ELEV. oP+y DEPTH OF FLOW . 1 TEE SIZES: „ ( 19 X SLOPE) ( 7. SLOPE) 0 99.5' 0' 98.1' INLET DEPTH = 10 3/4" TO 1 1/2" DOUBLE WASHED STONE 14" 2 O O LOCATION MAP NO SCALE OUTLET DEPTH = " 2" E E FOUNDATION--- 10' SEPTIC TANK 8' D' BOX LEACHING . 13 FACILITY 5.17 LS LS 4„ 2.5Y 6/2 4" 2.5Y 6/2 ASSESSORS MAP 174 PARCEL ZONING DISTRICT: RF B B YARD SETBACKS: LS LS FRONT = 30' 36" 2.5Y 6/6 96.5 36" 2.5Y 6/6 96.1, SIDE = 10'* ff I 79.0' Cl REAR = 15' perc C 1 PLAN REF. M/F SAND . M/F SAND FLOOD ZONE: C SHUT-OFF At EL, 108.1' 84., 2.5Y 6/4 92 5 ,. 2.5Y 6/4 , 96 90.1 *WAIVER GRANTED BY PLANNING C2 C2 BOARD i � 1` �� N •'108 \ � OPEN MED SAND 20 �� ��� MED SAND SPACE 2.5Y 8/2 2.5Y 8/2 --107 \ INTON LANE 132" 88.5' 156" ' 85.1 90I NO WATER ENCOUNTERED NOTES. SEPTIC DESIGN: (GARBAGE DISPOSER IS NOT ALLOWED ) 1 . DATUM IS ASSUMED .60t \ 110 P = 330 AVAILABLE 11 1 � DESIGN FLOW: :_3 BEDROOMS (__G. (�) ._,_.__ GPD 7. MU�JL,iPI�I•. WATER _IS. � _..._._ _ .. _ ,.._r ..�z _ ". SE A 3w GP D DESiUk" FLGW 3. MINIMUM PIPE PITCH TO BE 1/8 PER FOOT. 6'OI c° SEPTIC 4. DESIGN LOADING - 10 5E C TANK. 330 GPD (?) - 660 G LO D NG FOR ALL PRECAST UNITS TO BE AASHO H 5. PIPE JOINTS TO BE MADE WATERTIGHT. COI 1oz USE A 1500 GALLON SEPTIC TANK `� 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. os LEACHING: ENVIRONMENTAL CODE TITLE V. j 01 2 25 + 1 4 = 112 2 83 2 .7 ° 7. THIS PLAN l5 FOR PROPOSED SIDES: 0 OSED WORK ONLY AND NOT TO BE PROP 3 BR I0 _ USED FOR LOT LINE STAKING. �00 DWELLING I °' DIRECT ALL BOTTOM: 25 x 12.83 (•74) - 237 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. I $LAB EL. 00 RUN-OFF AWAY TF 107.5' I 100.0' ss.s' FROM TOTAL: 472 S.F. 349 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT DWELLING/GARAGE INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED LOT 9 1-1 66 25.6 , 6, -USE (2) 500 GAL ACME OR EQUAL LEACHING FROM BOARD OF HEALTH. _ to CHAMBERS WITH 4, STONE ALL AROUND 10. CONTRACTOR SHALL BE RESPONSIBLE FOR VERIFYING THE \&6 H 99 I LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF WORK. RE VE J �-' L E END TITLES SITE PLAN __96 100.0 PROPOSED SPOT ELEVATION OF LOT 10 MINTON LANE -~96 0 100x0 EXISTING SPOT ELEVATION IN THE TOWN OF: --ti6 -->✓6 �O 1C)0 PROPOSED . CONTOUR (WEST) BARNSTABLE r\ \ J -26 T 10 100 EXISTING CONTOUR PREPARED FOR: -I6 0,115 sff MAINE POST AND BEAM _90 -89 30 0 30 60 90 -88 BOARD OF HEALTH MA SCALE: 1 = 30' DATE: APRIL 30, 2001 APPROVED DATE off 508-362-4541 fax 508 362-98W s OF Mq , Of s�_ down cape engineering, inc. AR NE H. ay. pf1NE H. os CIVIL ENGINEERS J o�ALA " °'� -� No.26348 � � CIVIL LAND SURVEYORS 9��ssofCIST 939 main st. Yarmouth, ma 02675 �a 99-246-- 1 ARNE H. OJAL , P.L.S. DATE