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HomeMy WebLinkAbout0040 GOLDENROD LANE - Health LA- oldenrod Lanens Mills149 130 �= ��j`6 i� LE TOWN OF BARNS�^Nhle LOC'�TTON= Ln SEWAGE # VILLAG NESSOR'S MAP & LOTH�'fl0'' INSTALLER'S NAME&PHONE NO. 50'kk% 9-3� • 9R SEPTIC-TANK CAPAITI'TY LEACHING FACILITY: ( pe) CZ (size) //'Y 1` NO.OF BEDROOMS BUILDER OR OWNER r PERMITDATE:!t -36 '�J COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 % iV 300 feet of leaching facility) Feet_, Furnished by 2 33 2 . 22 S 2FIY 2 u u l sb 6 M 1 y No. -9w I 100 Fee 100 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Is— PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS Zipprication for &5paaf *p5tem Construction Permit Application for a Permit to Construct(K)Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. q6 GO gdw rad 03N Owner's Name,Address and Tel.No. f y i s C Assessor's Map/Parcel '1q 3,0 o38 Lof q Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. StAwfsar coq)neeri'11K] Type of Building: Dwelling No.of Bedrooms q Lot Size�_sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers Cafeteria( ) Other Fixtures Design Flow l) L4 C) gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of.Soil CALAA 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 n t to place the system in operation until a Certifi- cate of Compliance has been * uedpy t 's Board o Health. Signed /4� 3a Date , -b _L Application Approved by l D Date a C) Application Disapproved for the following reasons Permit No. )—4 0 b Date Issued A-CA /0 ——————————————————————————————————————— 3o - 3� 4 TOWN OF BARNSTABLE � LOCATION SEWAGE # ' VILLAGE �/V t If 5-6 - ES$OR'S MAP & LOT4'��'«D— �� y INSTA�.,LER'S NAME&PHONE`NO. ' .SEPTIC'TANK CAPATTY LEACHING FACMITY: ,( pe) TB C (size) //X V. NO.OF BEDROOMS PERMUDATEA-3 [� COMPLIANCE DATE: ���� ' 1 Separation Distanee'Between the: Iylazimum Adjusted Groundwater:Table and.Bottom of Leaching Facility. Feet Private Water:Su l Well•and Le''chin ':Facili wells exist PP y' g tY any: on site or within_200 feet of leaching facility)., Feet Edge of Wetland and Leaching Facility(If any wetlands exist vWt�t 300.feet of leaching facility.) Feet Furnished by r S� 3 Z . Z2 s / y 5 � No. 7) Q6 y , Fee. 00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLEs MASSACHUSETTS ZIpprication for ]0i5pogal *pgtem Congtructfon Permit Application for a Permit to Construct(➢O Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. y Q CjO j(fin(QCj t4l)r V, Owner's Name,Address and Tel.No. � S t,C (,Q Assessor's Map/Pazcel �y 9136038 L o f '7 Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Sweet seer 6og1neer1'1'1 Type of Building: Dwelling No.of Bedrooms q Lot Size68691 sq. ft. Garbage Grinder( ) Other Type of Building No. of Persons Z Showers( 2) Cafeteria( ) Other Fixtures Design Flow k i L4 C) gallons per day. Calculated daily flow gallons. Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description:ofiSo>l� 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 no to place the system in operation until a Certifi- cate of Compliance has been tae4.�y t w Board 01 Health. ��1 Signed 0- Date Application Approved by VCS _ Date Application Disapproved for the following reasons Permit No. C900 d d V Date Issued ;)Tj a C e t 0--------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of (Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed(4,1 Repaired ( )Upgraded( ) Abandoned( )by at a .IA 14-11 V t t(e has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. 0W' )— /W dated a )a C9 l U l Installer Designer The issuance of this a shal not be construed as a guarantee that the s ste 11'functn4as- e ' ned._ Date ps 0/7 � g Inspector y-ate_ g / =� ——————————————————————————————————————— No. '-)CO0 I JUG Fee /6-0 THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLEs MASSACHUSETTS 1wfgpozat *pgtem Congtructfon Permit Permission is hereby granted to Construct(X)Repair( )Upgrade( )Abandon( ) System located at y0 GoLueNRbo ZwNE , 1AM 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 a completed within three years of the date of this a t. Date: 7/ 0 0 Approved by (/`� 17500' 1• -Y v � N 1v � X L = 26.41' L = 23.78' ,a 110 _N F < I T0. THE BEST OF-MY INFORMATION, "AS-BUILT" PLOT P KNOWLEDGE, AND BELIEF THE LAN FOUNDATION SHOWN ON THIS .PLAN BARNSTABLE, MASS. HAS BEEN LOCATED 0 ,� , OUND LOT 4. GOLDENROD LANE �� c AS INDICATED. ,►� �oeite t;. DATE 5-j5-01 SCALE 1 -50 WILL JOB 5057--00 �L CLIENT MICHAEL EDWARDS J y o0. SWEETSER . ENGINEERING 235 GREAT WESTERN ROAD DATE - PROFESSIONAL VEYOR PO BOX 713 SOUTH DENNIS. MA 02660 off. 506-398-3922 fax. 508-398-3063 . 0\56\PROJ\5057-00 dng\5057—FC.DWO TOP-OF FOUNDATION 20 FT. MINIMUM FROM FOUNDATION �OII. TEST z F NiAa a aoL TEsn 'I-la fi. ELEV.- SOL00 10 R. MINIMUM FROM SW Qi CRAWL SPACE I TOT DaK hr CARi1!1 OOrii, t� 9DL <ASSUMEIO 10 R. NINI14l1N T L�/Yy�1TT wimmm Iv: Jaw GIMM4. X 70.6 EXISTING OBSERVATION HOLE: 1 ELEV.� 98.7 - ... - CONCRETE COVERS - _ STING SPOT GRADE - 4' SCHEDULE PVC PIPE --66__ /� 2' LAYER OF EXISTING CONTOUR PERCOLATION RATE <2 MIN./INCH MIN. PITCH 1 8 PER FT. LOIN AND SEED .1/8' TO 1/21 0.EAM WASHED STOLE d �— PROPOSED CONTOUR x DEPTH ORIZ TEXTURE COLOR MOTT. OTHER I . PROPOSED SPOT GRADE +I 4' CAST IRON PIPE, ' NA 9910 MAX 11VENT PITH 1/4' PER FT. J`DT REQUIRED OHl 0"-8`. 'A LOAMY SANG .. IOYR 1/2. NO R001S PITCH t✓4 PER R. SOIL TEST LOCATION 6'-38' 8. LOAMY SAND IOYR 4/6 2 _y` WATER LINE 36'-121i Cl FOIE-MED SAND 25YR 6/4 96.10 LEV.- 9&00 T T CONCNCRETE�ANCHOR' WATER SHUT OFF VALVE 7 EV.=97.00 2 D _ _ __ _ _ �� EXISTING GAS LINE ELEV. LEVEL • ELEV.- 97.25 BAFFLE 6' SUMP oo =g= e 1 � � CLEAN OUT �11 ELEV.- 98.00 �_ _ems ELEEV.. 94.77 DISTRIBUTION C.P.O CESSPOOL LIQUID OUTLET (TO BE PLACED ON BASE) BOX I - DEPTH TEE TO BE WATER TESTED 6 HIGH CAPACITY INFILTRATORS CATCH, BASIN NO IrA7M ENCOUNTERED AT 126' ELEV.- 962C 4 Fg[T l� 1 S 1500 GALLON (TO BE PLACED ON FIRM BASE) WITH STONE IN AN 11' X 36, X ID' ! - -- gSS FEET 19 I�S TRENCH FORMATION WELL N A 7 FEEET 24 SS SEPTIC TANK ELEV.� 7 FEET 29 I 93.80 Y ; 1NDZONE DESIGN CALCULATIONS: - D FEET 34 I S :NLEx 3//4 To 1 1/2 SOIL ABSORPTION in= ADJUST NUMBER OF BEDROOMS, — L'LEAN 00ueLE SYSTEM (SAS) I GARBAGE DISPOSAL UNIT,- No - I SEWAGE DISPOSAL SYSTEM PROM WASHED FREE OFF ES 6.5Y TOTAL ESTIMATED FLOW AND SILTS (110 GAL/BR./DAY X 9 BR.) —y40 CAL/DAY (NOT TO SCALE REQUIRED SEPTIC TANK CAPACITY: cAL i ACTUAL SIZE OF SEPTIC TANK:• i I SOIL CLASSIFICATION:PROBABLE WATER TABLE ELEV -�_ -DESIGNPERCOLATION RATE: 1�_ N. N. OBSERVED WATER TABLE (11/4/00) ELEV.= - EFFLUENT LOADING RATE: 0.74 G G AL/DAY/S.F. .. BOTTOM OF TEST HOLE ELEV.= 88.20 LEACHING AREA: =4 - S0. F.T. li 4 01 X 4B)" + (S9 X z X 10/12) U,r1 I l LEACHING CAPACITY (AREA X RATE): ram- u GAL `/DY 6ZL.3 X 0.74 I RESERVE LEACHING CAPACITY: Y b3.Y GAL/DAY OAIE Of ..5. ...r $OL TE_ ST: ZEST DONE n or. _... _ iVATNES=sr, i — NOTES: OBSERVA TION ON I . .�. HO LE: EL V.a , - 1. ALL WCRICMAJISINIP AND MATERIALS SHALL CONFORM i0 D.E.P. . PERCOLATIMIN./INCH - TITLE 5 AND THE TOM OF 6&WA&LRIn ES AND REGULATIONS _ ON RATEa Q _ BA'ACILYA>� _ FOR THE SUBSURFACE DISPOSAL Gf W - SE AGE PK NAIL QEPTH ORIZ 2. ALL COVERS,TO SANITARY UNITS SHALL BE BROUGHT TO MINIM A i ELEVAPON 97.8' � TEXTURE COLOR MOTT. OTHER 6'OF FINISHED GRADE. lOYR 3. ALL COMPONENTS OF THE SANITARY SYSTEM SHALL BE CAPA&f OF WITHSTANDING v 1 NG ROC 5 M-;G LOAD04C JNLESS THEY ARE UNDER UYi MTHN 10 FT. OF DRIVES OR v "p B LOAMY SAND IOYR s/l PARKING AREAS.H-20 LOADING SHALL BE USED UNDER OR'MiMN 10 FT.OF C+' Cl MED SAND 2.5YR 6/4 ��' ORIV£S OR PARKING AREAS. 4. ANY MASONARY UNITS USED TO BRING COVERS TO MADE SHALL BE MORTARED iN PLACE N S NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED OR ZONNG Y• - FROM APPOPRIATE REGULATIONS.AUTHORITY. /,CANT IS TO OBTAIN SUCH DETERMINATION _2 6. U n'� L 5p 1p0 Tq3 ES SHOWN ARE APPROXIMATE ONLY, EXCAVATION CONTRACTOR IS TO CALL ' �8 Rb2 'DICSAFE' AT 1-888-344-7233 AT LEAST 72 HOURS r�H TO Ca# 4c.NG WORK ON SITE GARAI;E NO >rdTBAZ•ENCOUNTERED A7 ELEV.= 7. CONTRACTOR TO VERIFY GRADES AND ELEVATIONS AS WELL AS SITE CONDITIONS Q' IN - - PRIOR TO COMMENCING WORK ON SITE. ANY VARIATION IS TO BE BROUGHT (SLAB) TO THE ATTENTION OF THE DESIGN ENGINEER IMMEDIATELY. . a 8. PARCEL!S IN FLOOD ZONE C 9: LOT IS SHOWN ON ASSESSORS MAP 140AS PARCEL 130-30 PROPOSED 4 BEDROOM ._,�A� W DWELUNG TOF-101:00 W 1 .1'• /x T Y , i f'� OH-1 `r A { . APPROVED BOARD OF HEALTH :. \\15 / \ + DATE AGENT Cr: CENTERVILLE MA RACE Id. r PROPOSED SEPTIC DESIGN ps� PROPOSED 1500 - -- - ------ ------ FOR --- i GAL SEPTIC TANK / MICHAEL EDWARDS PROPOSED i D-BOX / i ��`' � 1D�y PBOISCT LOCAIIO& LOT 4 LOT 4 68,691 S.F.f - M I /`"� 40 GOLDENROD LANE CENTERVILLE, MA 02632 A j PROPOSED SOIL ABSORPTION V i a c u SYSTEN.A HIGH CAPACITY INFILTRATORS W/ 4.00• STONE SWEETSER ENGINEERINGON THE SIDES i i o ON THE ENDS,AND 3.00• OF STONE 1 235 GREAT WESTERN ROAD W a� PO,BOX 713 SOUTH DENNIS, MA 02860 Q Ill % N of 5=-3us-3an a.708-300•40e3 ' V / T wa 2-6-01 ,. 1"=20` l • srrE PLAx - LOCUS MAP Z `s 5057 SCALE: 1'-20' NOT TO SCALE SHEET 1 OF .t,. ©20M s TMM dawcot�o .. 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