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Home My WebLink About1470 RACE LANE - Health 1470 RACE LANE, MARSTONS MILLS A=0640197 TOWN OF BARNSTABLE , c" ✓ LOCATION 1A 1 ® 21t�,C5 kV-0� SEWAGE # ''. LLAGE 04"&A-s ASSESSOR'S MAP & LOT(14 1.jT_ INSTALL"ER'S NVAME&PHONE NO. � ^1 SEPTIC TANK CAPACITY (Men LEACHING FACIL=: (type) C&art- (size) NO.OF BEDROOMS BUILDER OR OWNER_:lr saGro PERMITDATE: 6' - (D-ft—COMPLIANCE DATE: �o • ).-;L-?:— 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 7 1 44 r i 0 I�V A �� 3 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ZIppYication for Migogal *pgtem Congtruction Permit Application for a Permit to Construct( )Repair( )Upgrade(t)Abandon( ) El Complete System ❑Individual Components Location Address or Lot No.Ij 70 Owner's Name,Address and Tel.No. Assessor's Map/Parcel MA—1 d_7 rbisa -o Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. C)-cot r7�"��T M Type of Building: Dwelling No.of Bedrooms _3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow ~'3 3 C7 gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank t -r Type of S.A.S. C_q,oG.'t� ��j� Description of Soil Nature of Repairs o Alterations(Answer when applicable)I'v —�O 1AA l 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 th Environmen nd not to place the system in operation until a Certifi- cate of Compliance has bee t ` 1 Date Application Approved by Date /A -�/!-� Application Disapproved for foil ing reasons Permit No. Date Issued 0 �� (21_q1 TOWN OF BARNSTABLE LOCATION SEWAGE # (r,(� VILLAGE_` ASSESSOR'S MAP & LOT(14 INSTALLER'S NAME&PHONE NO. 4 SEPTIC TANK CAPACITY :�c LEACHING FACILITY: (type) 1-��4�n Ct�l'Li't L`��uC �— (size) NO. OF BEDROOMS_ BUILDER OR OWNERS PERMITDATE: .4 COMPLIANCE DATE: - - Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by No. ~. ( Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: V + Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yicatior� for Xh5pont *pgtem Cougtruction j3ermit Application for a Permit to Construct( )Repair( )Upgrade(,k )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. 70 Owner's Name,Address and Tel.No. Assessor's Map/Parcel Q� —1 Q r1qC,5CL rp Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. !" i�—CAA�S�1— "`� a o Q Type of Building: Dwelling No.of Bedrooms 3. Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow "3 3 C7 gallons per day. Calculated daily flow 3`{�l gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank iF�-tSrt,:),- kM'rV c,, A Wyi Type of S.A.S. I w �� 7 �'?f i Description of Soil "° S 49 0 v ws Nature of Re airs o Alterations Answer when CJ — p ( en applicable) �'(/�- Kl-( t.c.1 �.,., ! - �-v e a C' Vl l�E�l �J t2rvl�u 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 t Environme -Code nd not to place the system in operation until a Certifi- cate of Compliance has be tht mar o tt "�`•_,, fan Date /-to -,FF Application Approved by Date Application Disapproved for e foll ing reasons Permit No. y Gd Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance �. THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed g p y ( ) Repaired ( )Upgraded(?4—} Abandoned( )by S.f— ( k L_ at I y-7 D �1PC-E L0N C til, VA<< ` has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. G dated Installer Designer The issuance of this pe t sh, 1 of be�j° trued as a guarantee that the system i nctton as designed. Date_ rrZ ! Inspector No. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS MiZpo,9;a1 *p!5tem Conftructgou Permit - Permission is hereby granted to Construct( )Repai )Upgrade( )Aban on( ) System located at I`A-70 �u'1C C L o,,,0 VV 4A A\� and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be completed within three years of the date of this permit. Date: Approved by 1 10/9/97 NOTICE: This Form Is To Be Used For the Repair Of Failed Septic Systems Only. i CERTIFICATION OF SKETCH AND APPLICATION FOR A DISPOSAL WORKS CONSTRUCTION PERMIT (WITHOUT ENGINEERED PLANS) k i i I ��C-e-� ✓1� , hereby certify that the application for disposal works construction permit signed by me dated —`Q d , concerning the property located at d" f fL meets all of the following criteria: • There are no wetlands located within 100 feet of the proposed leaching facility P P g !�• There are no private wells within 150 feet of the proposed septic system There is no increase in flow and/or change in use proposed There are no variances requested or needed. If the proposed leaching facility will be located within 250 feet of any wetlands,the bottom of the proposed leaching facility will be located less than fourteen(14)feet above the maximum adjusted groundwater table elevation. Please complete the'following: A)Top of Ground Elevation(according to the Engineering Division G.I.S.map) !Iva B)Observed Groundwater Table Elevation(according to Health Division well map) S SIGNED : DATE: LICENSED SE IC SYSTEM INSTALLER IN THE TOWN OF BARNSTABLE NUMBER [Attach a sketch plan of the proposed system.Also if the licensed installer posesses a certified plot plan, this plan should be submitted]. q:health folder:cert Q v , , � ; ; - ; , � . � f OUTSIDE ROW OF ARCH ANCHOR BOLTS AT 4Y• FROM SLAB EDGE. INSIDE ROW OF ARCH ANCHOR BOLTS AT 7V FROM SLAB EDGE. 01M L' u � �f a ��'r• s i St • NOT _ ANCHOR BOL T PLACEMENT Oft V! b ovgwyowANK c� 3 C! b O `V • Sc' • 0 Z PoS/TE S/OE USE S.1 ME .0 AYa!/l FQ�P AP s� S'4 a� ir'�► W s• cEs a iu�C• 1446 - .TA5141 G TYPiUZ 0 iZ s*AdWs'�" Curvco Steel Structures Corp. 544 Pine Hollow Rd.•McKees Rocks, PA 15136 e 800.434.4893 Dear Sir or Madam: Thank you for your inquiry on our all-steel building. We have enclosed the literature you requested for your study. Curvco Steel Buildings are manufactured in Pennsylvania,just outside of Pittsburgh. We are proud to be an American company using American labor and American steel to produce our buildings. Curvco's large manufacturing facilities offer you computer designed pre-engineered models ranging from 10' to 120'.wide and fimly with wind and snow to our.area. Standard door sizes range from 10' to 26'high and up to wide. CurvcWs engmeenng and d mg epartment can custom design or modify any models to suit your specific application. There are 27 models with numerous options and accessories.For example,we have a 40' wide --.- building,-14!-higl}; 1�' -18-high ar29 high.Hue ta`drese variations iris exiremeiy difficur to enclose a price list.Our manager will be in touch with you shortly to help assist you in choosing the right building for your specific needs and quote you the costs now;please call our toll free line, 1-888-254-4820 and mention that you have received our literature and want immediate pricing. Cumca's-3-3--years experience and-growthitrihe steel buitding industry have produced"---a product with the following features: * Quality material designed for strength and durability built to last a lifetime * e valume Steel that `quires no maintenance or painting on our Prime Gal requ P 8 Y building and is backed by a 25 YEAR STEEL MILL WARRANTY and-a 30 YEAR MANUFACTURERS WARRANTY * Simply designed for ease of erection, no cranes,heavy equipment or skilled labor is necessary. * Economically designed to produce a high quality product at an economic price to suit your budget while offering you service at all times r The family of Curvco Steel Buildings thanks.you for the opportunity to serve yod. Yours truly,. Allen Jac son National Sales Coordinator NB Call for IMMEDIATE PRICING 1-888-2544820 KEEP AMERICA STRONG - BUY U.S. - KEEP OUR PEOPLE WORKING FIRST IN QUALITY FOR PEACE OF MIND I MODEL.-,, P2 1. 3 OUST. NAME FOR, *SARO ORDER NUMBER: 62679 i GENERAL NOTES: 1. NO LOADS OTHER. THAN THOSE GIVEN UNDER "DESIGN DATA" BELOW BE IMPOSED ON THE "STRUCTURE" 2. THE FOUNDATION ON THE DRAWING IS A SUGGESTED SOLUTION ONLY. CHANGES MAY BE NECESSARY DUE z0 TO LOCAL BUILDING REGULATIONS. �y 3. THE FOUNDATION SHALL BE FOUNDED �Z ON NATURAL UNDJSTURB€a- SOtL- CAPABLE OF SAFELY SUSTAINING. 2000;,PSF. AND AT LEAST 12 IN: BELOW FINISHED GRADE. 4. SLAB; ON ..GRADE SHALL BE. PLACED. -01�"SD1E`C'APABCE-OF-SUSfiATRtFfU------- 50d PSF ,WITHOUT APPROPRIATE SETTLEMENT.. 5. BUILDING MUST BE GROUTED INTO 0, TROUGH" INSIDE AND OUT TO 0 MAINTAIN >STR1l.CTURAL_._IIIT:ERGRIT -------- — _-- ___-- EXCEPT'"WHEN—USINIT WELDED"' BASE A Cr,VATA p PLATE CONNECTORS, CROSS TIES MUST BE INCASED IN CONCRETE WHEN CONCRETE SLAB IS N.OT USED 24 1/2" ARCH DATA: DESIGN DATA: M Md (AY STEEL GAGE: 18 2 I o o I -I i I 50 KSI MIN. YIELD 0) rn 00 co GALVALUME SHEET -STEEL- LIVE LOAD: SO PSF BASIC WIND SPEED: 150 MPH 3 SECOND GUST WIND SPEED: 160 MPH MATERIALS: " 6' 7' 8' 9' 10 1 1 ' 1 2 ONCRE ' 1. CTE STRENGTH AT 28. DAYS TO BE 2504 PSI 23�4» 2. REINFORCING STEEL TO BE DEFORMED BARS. GRADE 60 3. ALL MATERIALS SHALL CONFORM TO THE APPROPRIATE ASTM SPECIFICATIONS. f` ARCH PROFILE , A{'�,. � )Aiii` ONE ENDWALL SOLID & ONE ENDWALL WITH AN OPENING OR OVERHEAD DOOR 7 SCALE: NTS SHEET: 1 OF MARSTONS MILLS LOT 8 FP Locus PLAN- LC-9484E SH:I o A.M. 64-28 y V RACE L9NE LOT 6 (—)i u,9�yo A.M. 64-108 p LOCUS MAP 4 v LOT 7 PLAN REF` 38973D p PLAN. LC.'9484E SH.'1 DEED REF II 847 HORSE y ssy A.M. 64-27 ZONING: R SETBACKS: 30'-15�-15' CORAL AR/V �, FLOOD ZONE.• C. y PANEL NUMBER- 250001 0015 C o DATED.• 08-19-85 PLOT PLAN OF LAND LOCATED AT. DECK SHED AREA=46,604fS.F. 3`9./a- LOT 1 1470 RACE LANE LOT 10 1 A.M. 64-107 ��• PAN' MARSTONS MILLS, MA. 9484E SH:2 `HSE`yi47o...... ' 1 PROPOSED , ce BLDG. «`D) In PREPARED FOR.- LOT 9 m 4 --- (M c1, o JOHN FORNASARO GRA A.M 64-106 56• w (MD) o o DRIVEL GARAGE o o A APRIL 16, 2007 378.32,ED REV.• �r 3750 5"E --------- REV.• `• G�'..OF PACE'----------- REV ____ ----- ►��`SNaF +AS�'�. YANKEE LAND SURVEYORS 4 & CONSULTANTS -------------------RACE LANE 4- P�E�ncN GRAPHIC SCALE P. BOX 265 -------- oo w o m w A0 UNIT 1, 40 INDUSTRY ROAD ---- • _ MARSTOAS MILLS, MA 02648 o�oQ TEL• 508-428-0055 FAX 508-420-5553 -�� 1 inch = 40 M i0 SHEET I OF I JOB 54163 JF ATTENTION: MODEL: P25- 13 The foundation shown may not conform to your local by—laws and has no warranty as to its sufficiency for CUST. NAME: John Fornasaro your particular area and or application. Retain a registered professional engineer to design a foundation which ORDER NUMBER PA 3718 meets local by—laws and frost level depth requirements (if applicable), is adequate for soil conditions on the site, and conforms to the intended use of the building. The engineer should also be retained to inspect construction to ensure that the foundation is being built in conformity with his design. If the design engineer requires, retain a soils engineering specialist to report on soil conditions and soil compaction values. 4• ex, 11Y: 1�• ,�• 1�• - 1A. 12Y: 124" 12Y4• 1?Y4 17Y4 ,�- 17Y• EWALLI + + + + +n + n u B + ++ I ---------------µ---------��-------- --------- --------- --------------- N i ii ii ii ii I I ~ I I CD I II II CONCRETE I II II ENCASEMENTS III II ' •' z II O Z J II II 1 11 II 1 N`�wEpE11L.�O0rQE066 T ION IIII — IIIIji FoWG a IIIII• = fiL1II11II 1 O_H�(n'- O N w N !rQ II 1 ,n m D aaF 14•z Z 8•-0•MAX � "LE _—NO. 6 TIE BARS O 8'-0•MAX. O o OJ U II < 4 Z W�l= WIRE MESH lI - 6•X 6•BYNO. 6/6 N p II Z NO. 6 TIE BARS O ENDWALL WELDED BASEPLATE TO JU O ANCHORED WITH 4•DIA X 8• AG Q6. BOLTS AFTER BUILDING IS ERECTED F.- Z N i Y•DIA. X 12 ii ii II i ii 11 0 I I ANC+H O R BO Z O 12Y4•STAGGERED IIII III II ii 'I II H W ') i I 111 2• O ------ ------------II I -- + SIB'4l tT��11 —i —i CORNER DETAISIYL EWA 12Y: II- 12Yi 12Y: 12Yi 17Y: 12Yi 12Y: 12Y: 12Y• 12Y: 'A44• - 12Yi 4•r 14'— �12. NOTE: • (21 )ARCHES, DIMENSION "L" = 43'-9 1/2" 11E — The welded connector is located -II 1 flush with the edge of the foundation, w ll with the drip edge hanging over. 6-0. 6•-0. 6-0 6•—o aaw — When installing, liberally caulk 10 GA WIRE r OR LESS OR LESS OR LESSTORI LESS a o u under welded connector to prevent 4- N0.4 BARS 1MI� WIRE MESH E1.OS18 13= leaking. 4— NO. S BARS ~ ., a OP OF STRIPPED 1 m -T GRADE _ PORTABLE WELDED BASEPLATE 6 MIL POLYETHYLENE MOISTURE HARRIER y,• N0.6 TIE BARS 16• I cl1 i� C 4•CRUSHED STONE OR WATER-WASHED GENERAL ARRANGEMENT I-- 18• �- 12• GRAVEL(1)6•TOP SIZE) 7• 4•CLEAN GRANULAR COMPACTED FILL ONE ENDWALL SOLID & ONE ENDWALL NO. 6 TIE BARS CONCRETE ENCASEMENT WITH AN OPENING OR OVERHEAD DOOR SECTION THROUGH LENGTH FOUNDATION — 2500 PSI STRENGTH cr'Ai r• AITc currT• 5 nr a LOCATION SEWAGE PERMIT NO• VILL �,GE__< I N S T A LLER' NAME 6 ADDRESS 8 1 L 0 E R OR OWNER DATE PERMIT ISSUED Bl� ; DAT E COMPLIANCE ISSUED oo® C-/?-8y Al-e- . . ;�e A r i 1 1 ,/a r � 1> G � v ::,� �-• , ,� �- � � �� '��, ,.