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Home My WebLink About0093 SOUTH BAY ROAD - Health 93 SOUT BAY ROAD OSTERVILLE A 093 059 TOWN OF BARNSTABLE LOCATION �� '� Ad- SEWAGE # �9'— V7 2-- VILLAGE 0S-r64V1U F,— ASSESSOR'S MAP & LOT 9. INSTALLER'S NAME&PHONE NO. I.P AZ SEPTIC TANK CAPACITY 15®0 GA q,• h`20 LEACHING FACIL=: (type) Z- .A* 7—XWCOeS (size) NO. OF BEDROOMS BUILDER AR OWNER Te—r— E-- ~A) PERMIT DATE:T COMPLIANCE DATE: I a I6 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) OD Feet Furnished by 1 tr►�' NO.* �te Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in comp Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Zipprication for ;Digpoga1 *pgtem Construction Permit Application for a Permit to Construct O<)Repair( )Upgrade( )Abandon( ) Complete System O Individual Components ILocation Address or Lot No. So u 0, GcL, Q&aJ,0%1'cr ui 1 to Owner's Name,Address and Tel.No. Assessor's Map/Parcel �s9 �( Tudso.r ® S�✓/el �'l tea. �+�� 7L7 Installer's N e,Address,and Tel..No. Designer's Name,Address and Tel.No. 4 22—l 1 S 1 DA-x-rr.-•e i Alr w .:N- `�` C�,�/dd y r /�/�• 1§12 M.._j Sdr. Osk-c✓`V'd Le Type of Building: Dwelling No.of Bedrooms P„ac Lot Size 47,487 sq.ft. Garbage Grinder W.) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow A/0 g gZ gallons Hemp Calculated daily flow -5-5in gallons. Plan Date 4� Number of sheets orne Revision Date 7,T9 9 Title d�L4� d E�►-a� .P m Ili•.., Size of Septic Tank I scrn o a I 1 an s Type of S.A.S. �,cact. ri*--LJ. I Z'Y,4 2! Description of Soil P f w-� J. e_+4n n._d1 2LQ,jj C P- 6Fs31 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 Certifi- cate of Compliance has bee i ued by s Bo alth. / Signed" 1�, _ Date �� 3 Application Approved Date 7 7 Application Disapproved for the following reasons Permit No. Date Issued �` TOWN OF BARNSTABLE q LOCATION 93 S 64-,( X,0- SEWAGE # / f- V7-7- VILLAGE ASSESSOR'S MAP & LOT 63 6 i INSTALLER'S NAME&PHONE NO. ( ) l Alt SEPTIC TANK CAPACITY LEACHING FACILITY: (type) L i>tJ�/t 7"X WC (size) X NO.OF BEDROQMS � ---- BUILDER OR OWNER Sze ttE t-- 94-W PERMITDATE: fT !3 f COMPLIANCE DATE: 8 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) :AA> Feet Furnished by, 16411Z4_14- /td Y25 %VG. G 0.0 a �.n lie o.9,9 } ."".� • !Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: ;. Yes µ PUBLIC HEALTH DIVISION TOWN OF.BARNSTABLE., MASSACHUSETTS w 11pplication for Miopo.5al 6potem Construction Permit Application for a Permit to Construct(X)Repair( )Upgrade( )Abandon( ) b�Complete System ❑Individual Components Location Address or Lot No. u fk e, Q..J, O S kr a7Ita Owner's Name,Address and Tel.No. �eff`3 V0_4" � / 7frPCa fr. rr-eri2e5 Assessor'sMap/Pazcel ` yJ �s9 d T dsen (0 .r/ aPa nlo,.# , 01.4 0Z747 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. 4 Z$-5 13 I �jAx Tyr¢ ,s uY tr ,T.Na r' 1'MCI,.'1: 54�. V:k✓V'1 1 Le i Type of Building: ✓ w Dwelling No.of Bedrooms F*, .c 'Lot Size 47,4A-7 sq.ft. Garbage Grinder(41.) Other \Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures'_ Design Flow ?/o ;may. Calculated daily flow SSo gallons. r Plan Date G/icy . 'Number of sheets cwez, Revision Date 7//Z/9 r T -r-� Title ViC.:.,, 1 4 bra �.f0 �A,9e III..e f Size of Septic Tank ti < ( L--, Type of S.A.S. t.coc k (-i'c I c�'. I Z'x G 2! _ Description of Soil J�'( P- t=&-s I, - Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: Y 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 Certifi- cate of Compliance has bee i sued by t 's Bo alth. `, ov ? Signed' )00. o Date Application Approved Date rg Application Disapproved for the following reasons Ilk, -Permit No. zk_ Date Issued ---------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CE,gjjFY,th the O - ite Sewag Di�po 1 System Constructed( )Repaired( )Upgraded( ) Abandoned( )by at A has been constructed in accordance with the provisions of Title 5 and theltr Disposal System Construction Permit No. & ated a " Installer Designer n The issuanc sae t all not be construed as a guarantee that the to. ill fungti esigxl i Date Inspector lf - i l f �'! f / 1 --------------------------------------- No. ` Fe� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS lwigogar *p.5tem Construction Permit Permission is hereby granted to Construct( Repair( )Upgrade( )Abandon( ) System located at 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 ust be completed within three years of the date of thi ermit. Date: / � Approved by N \) NOTES NORTH BAY BAY ST. (1) REMOVE UNSUITABLE SOILS BENEATH PROPOSED SYSTEM, BACKFILL - WITH CLEAN GRANULAR MATERIAL FILL TO BE GRADED AS FOLLOWS: NOT MORE THAN 15% RETAINED ON No. 4 SIEVE, NOT MORE THAN 90% RETAINED ON No. 50 SIEVE, OF FRACTION PASSING No. 4, 10% OR LESS TO PASS No. 62' 100 SIEVE AND 5% OR LESS TO PASS No. 200 SIEVE, SOIL TO BE APPROVED BY ENGINEER FOR COMPLIANCE PRIOR TO PLACING ON SITE. BRIDGE LOCUS ST 2 LOCA ON OF UTILITIES NOT SHOWN ON THIS PLAN," AT LEAST 72 HOURS ; . r• k` ." `` PRIOR TO ANYEXCAVATION FOR THIS PROJECT CONTRACTOR SHALL MAKE ' ,'. '•. .t Y ` : `t THE REQUIRED NOTIFICATION: TO DIG SAFE (1-888-344-7233) AND „ . APPROPRIATE WATER DISTRICT TO DETERMINE UTILITY LOCATIONS. cV _ '' (3) FOR ALL ASPECTS OF THE SEPTIC SYSTEM THE CONTRACTOR WEST BAY . .,. , .." •: 1: COMPLY WITH ALL GOVERNING CODES AND REGULATIONS. SHALL IN PARTICULAR 310CMR 15.000 THE STATE ENVIRONMENTAL CODE TITLE 5, LOCUS MAP THE TOWN OF BARNSTABLE BOARD OF HEALTH REGULATIONS PART VIiI: SCALE 1 25,000 3/4" TO 1 1/2" ON-SITE SEWAGE DISPOSAL REGULATIONS AND THE BOARD OF HEALTH ASSESSORS WASHED STONE RECOMMENDATIONS FOR ACCEPTED PRACTICE. MAP 93 PARCEL 59 TOPPED WITH 2" OF PEASTONE (4) A COPY OF THE ORDER OF CONDITIONS FOR THIS PROJECT (SE ) SHALL BE KEPT ON SITE AT A.P. ALL TIMES AND APPROVED WORK LIMIT / EROSION RF-1 CONTROL MEASURES MAINTAINED. MINIMUMS (5) THE CONTRACTOR IS TO SECURE APPROPRIATE AREA = 43,560 S.F. PERMITS FROM TOWN AGENCIES FOR THE FRONTAGE - 20' �� OF � • �H �� CONSTRUCTION DEFINED BY THIS PLAN. WIDTH = 125' A (6) ALL STRUCTURES BURIED DEEPER THAN 4 FEET OR SUBJECT TO VEHICLE TRAFFIC SHALL BE H-20 FRONT SETBACK = 30' LOADING. SIDE SETBACKS = 15' REAR SETBACK = 15' ELEVATIONS ARE BASED ON N.G.V.D. BUILDING HEIGHT = 30' FLOOD PLAIN LINE IS BASED ON LOT r� FLOOD INSURANCE RATE MAP LO1 e.! REVICOMMUNITY—PANEL SED:IN�PANELY ; AMBER 250001 0018 D L.C.C. 9556D N MICHELE JENKINS PHALEN 144,Sg- LOT 7 L.C.C. 9556E DENNIS J. & SYLVIA SANIDAS r - � DESIGN DATA { SINGLE FAMILY- 5 BEDROOMS r NO GARBAGE GRINDER ' f DAILY FLOW = 110 X 5 = 550 G.P.D. SEPTIC TANK = 550 X 200% = 1100 G.P.D. r` USE 1500 GAL. SEPTIC TANK i r I LEACHING FIELD DESIGN ALL PIPES TO BE SCHEDULE 40 PVC PERFORATED t f LOT 14 I USE 2 - 4" DISTRIBUTION LINES IN AN LOT 10' i1f ' r f' 12'X 62' WASHED STONE FIELD L.C.C. 95921 47,487 S.F. F AS SHOWN TIMOTHY L. & KAREN S. LARGAY 1.09 AC. 550 G.P.D./.74 = 744 S.F. OF BOTTOM AREA REQUIRED USE 12'X 62'= 744 S.F. AREA PROVIDED CLASS 1 SOIL PERCOLATION RATE 1" IN 2 MIN. OR LESS YI r - u`Vl uWl M 4' 4). 4' 0 1 5.5' - F� . a X \ ° F10_ oi CD., QPORCH GARAG01 cn 21.71 3/4" TO 1 1/2 WASHED STONE 4' S H. 40 PERF P TOPPED WITH 2" OF PEASTONE C VC ti i 4 QQ. h S Ltl,�! I �Q v p4, ! L C.C. 9592E NO SCALE �� O J' J ARTHUR SIMONS 1, ,( ti •, 1j( o ; Z 22.4' f DIST E 1 5' I CERTIFY THAT THE PROPOSED FOUNDATION SHOWN HERON COMPLIES WITH THE HORIZONTAL & DIMENSIONAL REQUIREMENTS OF THE LOCAL �,° �� J / ZONING BY-LAW, AND THE FOUNDATION FALLS 0 J' IN SPECIAL F.E.M.A. FLOOD HAZARD AREAS SHOWN AS ZONE B & ONE A13. BENCHMARK \, DATE: R.L.S. TOP OF\ SPINDLEIl, '+ FND EL. = 16�,,47' .f / O O r,- OFFSETS TO PROPOS LDINGS SHOULD NOT 123,24' / L.C.B. �r PLAN BE USED TO ESTABLISH PROPERTY LINES. f r' FN 15--1" - p --5.6 0' #775/2 N SCALE: 1 " = 20' 82-26`30aV f GRAPHIC SCALE edge of pavement 12' wide ____ '"C — — y�°__ 40 --- -' -��- 0 20 - - -- --- ,S'O -- __- --- - --- - _- -- - - --- -R- 0-AZI -4 r S-FPH��1ti � q y v No )216 M1 �I ssio��l oPJAL - ALL COMPONENTS LOCATED IN POTENTIAL PLAN OF PROPOSED DWELLING, ' COVERS LOCATED TO WITHIN VEHICLE TRAFFIC AREAS OR BURIED 4 FEET 12" OF F.G. OR GREATER SHALL BE H-20 LOAD CAPACITY. DRIVE WAY, POOL., & SEPTIC SYSTEM TEST HOLES P-6831 L.C.C. 9592E ELEV.= 11.8 F.G.- 1?'t TOP OF BAXTER & NYE INC. AT FOUNDATION ^�� -� -� r�r�r i,.,,, ,, 1/20/88 SOUTH BAY ROAD ,, F.G. =1 i'f INV. = 9.t? �� .� .� .� .� .� . ,� .�/.�, ,� i� r\r,F.G,j �j�i,r �;>/ /i,� ��r ELEV. = 12.2 IN INV. = 1500 GAL. 4" DIAMETER LEVEL 8.8 SEPTIC TANK INV. = 8.6 BMX' SCH�pV� ¢ // (OSTERVILLE) INV. =8.2 p'�C // FOREST LOAM & BARNSTABLE, MASS. INV. =$.O � \ ' // SANDY SUBSOIL i CRUSHED INV. - 7.8 •: - �t.. \i/ FOR MIN. STONE BASE "i .,.� \:.t:' , . •BOTTOM ELEV. .6.8 -30" JEFFREY L. MANN SCALE: AS NOTED DATE: JUNE 16, 1999 MEDIUM TO COARSE REV. JULY 12, 1999 :- SAND �.n- BAXTER & NYE INC, REGISTERED LAND SURVEYORS ` CIVIL ENGINEERS ❑STERVILLE, MASS. PROFILE ==== -125" (EL. 1.7') NO WATER NO SCALE CERTIFICATE REFERENCE: 106378 _ #99021-14