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HomeMy WebLinkAbout0016 CIRCLE DRIVE - Health 16 Circle Drive Hyannis A= 288 -©42 I II i M a 990 March 27, 2019 Director of Health Division Mr.Thomas McKean r:. Town of Barnstable 200Main Street Hyannis, MA 02601 Dear Mr. McKean, I am a relatively new resident of Hyannis and was aghast when I recently went for a walk down Circle Drive and saw a couple of huge rats at 17 Circle Drive where there was a load of trash bags strewn in the corner of the property. I was sick to my stomach and scared out of my wits. I moved very quickly to go around the cul-de-sac. As I rounded the cul-de-sac, my eye was on these rodents and they moved to the porch of 17 Circle Drive where I saw some type of mound on the porch on the right side with a tarp covering the mound. There are so many vehicles parked in the front of this property that I had to look up the amount of bedrooms this home has and it is listed as three. There are two cars, one pickup truck and a huge white boxed truck all parked in'a line in front of the property.They all belong to the owner it is believed but workers have been seen on the property. It is not known if they are renters. There are children on the premises as well. It looks like the vehicles are blocking the yard so passersby or people like you cannot see what is in the yard.The yard has more things piled in it then a junkyard.The backyard looks like there are two sheds in it and isn't that illegal? Referencing the vehicles, if a fire engine were to try to get down the road to reach the homes around the cul-de-sac, it would never get by. There are other lovely homes in the area that certainly keep their yards in good order; why can't the occupants of this home do the same. It would be appreciated if this situation can be looked at. cannot sign my name as I understand the owner of this home has a volatile personality. I need to,keep my distance. I ask that I be respected for not giving my name but would like to be afforded the courtesy as a resident to have these matters looked into. Thank you. Copies to: Mark Ells Town Manager Highway Department Barnstable Police Department TOWN OF BARNSTABLE L.O(y,ATION 16 CIRCLE F)R SEWAGE # v'�G 0 S` U a` VILLAGE ASSESSOR'S ASSESSOR'S MAP & LOT 221 OqA INSTALLER'S NAME&PHONE NO. ELLIS BROTHERS CONST. CO. 16?-F23J SEPTIC TANK CAPACITY LEACHING FACILITY: (type) OU l'�.cr+(size) lT NO. OF BEDROOMS R BUILDER OR OWNER PERMITDATE: �I 1b-If I5 COMPLIANCE DATE: - w 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) f Feet Furnished by o n /C5 0 No. 3 Fee�� %THE COMMONWEALTH OF MASSACHUStETTS ,f Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 2pplication for Miopooal *pgtem Con0trurtton Permit Application for a Permit to Construct( . )Repair( )Upgrade( )Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. r 0Y y h y of .Owner's Name,Addres and,Tel.No. ,yt_ ovr ge5 Assessor's Map arcel r Installer's Name,Address,and Tel,No. Designer's Name,Address and Tel.No. ° Milt 6 /c�72�a- t c�r�1._5$` (� �i 6;5`7 Type of Building: Dwelling No.of Bedrooms Lot Size /3'7K7sq.ft. Garbage Grinder(A40 Other Type of Building j'�s No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 6 gallons per day. Calculated daily flow 3 33 gallons. Plan Date " S Number of sheets Revision Date Title Size of Septic Tank e1:57-00 Type of S.A.S. 02 oc> "i 4-L C fI/a-rrl�C 2S Description of Soil Nature of Repairs or Alterations(Answer when applicable) lam' ` 2 �q v3/ 2 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the pro ' 'ons of Title of the Enviro tal Code and not to place the system in operation until a Certifi- cate of Compliance has been ' d of t Sign Date Application Approved by Date (D Application Disapproved for the following reasons Permit No. J Date Issued No Fee i' " ' r -jHEaC�MMONWEALTH OF MASSACHUS TTS-,�� Entered in computer: Yes - PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ° ► Application for Mioonl *pgtem Conelruction Permit Application,for a Permit to Construct( )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. �_C << 1,, 1 ;,I Owner's Name,Address and Tel.No. 414 ` :Assessor's Map/Parcel � Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. _ _aZ,o$ 60 a1 5 1" � 13� C �'} 1 (per � 1226-73 Type of Building: Dwelling No.of Bedrooms Lot Size /32=sq.ft. Garbage Grinder(^�V Other, .. Type of Building 1421Z'61 No.of-Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 33 gallons. Plan Date " Number of sheets Revision Date f _ l/'S Title �Ne Size of Septic Tank /SOD Type of S.A.S. -:1? 5 0c' 24 Description of Soil ��� �dJ 9 Nature of Repairs or Alterations(Answer when applicable) _/�-�� /Z �� �' :Jl S �"✓'� . v✓� !� i A Date last inspected: Agreement: s' The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the pro"asions of Title of the Enviro'� tal Code and not to place,the system,in operation until a Certifi- cate of Compliance has been is d-b ,o d of • r., Si n � v Date �f g Application Approved by Date Application Disapproved for the following reasons Permit No. ,5 9 7 Date Issued .. .-- ---------------------- -----------g*�'". THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Comptiance THIS IS TO CERTIFY, that the On-site Sewage Disposal System Constructed( )Repaired( )Upgraded( ) Abandoned( )by C Gs�s 82�S_ 6 N S-/- Cti at G el hC 4- has been constructed in accordance with the provisions of Title 5 and the for Disposal ystem Construction Permit No. Cc�5 "1 m1-1 dated Installer e�5 GL.t�S. �%y S ��r, Designer �.J �au The issuance of this permit shall not be construed as a guarantee that the ys �it\cat't m In as designed. ` Date C 11 Inspector x . - No. -- ------------- --------Fee (0 THE COMMONWEALTH OF MASSACHUSETTS �._ PUBLIC HEALTH DIVISION - BARNSTABLE, MASSACHUSETTS Digogal *pztem Cong;tructiou Permit Permission is hereby granted to Construct( )Repair( )Upgrade( )Abandon(+ w ) System located at t'� C i2c__.Le .fin.. ' t► A-#n c i/1/I — f 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 condi ' ns. Provided: Construction mu t be co ,pleted within three years c the dte of this pe it Date:-.- - (D Approved by Town of Barnstable Regulatory Services ss • Thomas F.•Geiler,Director Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 CC= 50"62-4644 F= 50$49"304 Installer&Desianer Certification Form Date: /°1.-7 o S Designer: i S(. (7f)_"(?, any e Installer: 13/?0 4 eve S Address: - 65� Main=_.street, Unrt' Address: Zo ENrt�2PArs� Zip _ -W. Yarmouth, MA 02673- -._- ;' ""iA -may-rt+Pa,27 OnZ 6/0 S_.^ �'GGx s Q2o5 was issued a permit to install a (date) (installer) septic system at 16 0-TA" - wA based on a design drawn by (ems) (designer) -�— X I certify that-the septic system referenced above was installed substantially according to _. the.design, which may include minor approved changes such as lateral relocation of the r distribution box and/or septic tank. Note: 1 , 500 gallon plastic tank installed. I certify that the septic system referenced above was installed with major changes (i.e. than greater 10'lateral relocation of the SAS or any vertical,relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan revision or certified as-built by designer to follow. DISS � MARK D. (Installer's Signature) CIVILv�f No.45v37 V 2�& (Designer's Signitm) (Affix Designer's Stamp Here) PI. iSE RETURN TO BARNSTABLE PUBLIC HALTH DIVISION. CERTIFICA►TL+"�, OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS EOM-AND AS- BUILT CARD ARE RECEIVED BY THE PUMUSTABLE PUILLIC HEALTH DIVISION: Q:HWth/Scoc/Dedgner Certification Form c3 pevn ' f 'a`l2 N 99• . / SHED / h 3� OREEN ti ht)USF � b PROPOSED ADDITION 20 s LOT I l 0 13777 f S.F. h� q b ?6• a r ?O•s � O� b DECK pJd' l9 s Q SEPTIC TANK N o ° LEACH PIT r.) s o Aso �v I CERTIFY THAT TO THE BEST OF MY PROFESSIONAL KNOWLEDGE. INFORMATION AND BELIEF THE DWELLING SHOWN HEREON CONFORMS TO THE HORIZONTAL SETBACKS OF THE ZONING BY-LAW FOR THE RB DISTRICT. TOWN OF BARNSTABLE ZONING ZONE RB SETBACKS C, yG FRONT � '20' � I*�ANK SIDE - 10' 3 WHITING No.29869 REAR - l 0' � � �faSTE THE DWELL ING PEP ICTED ON THIS 4 lA 0S� PLAN WAS LOCATED ON THE GROUND _ PLOT PLAN BY SURVEY ON MAY 17. 2005 AND 179�z�o / IN EXISTS AS SHOWN AS OF THE DATE OF LOCATION. BARNSTABLE. MA. SCALE: 1'-40' MAY 19. 2005 THIS PLAN IS FOR PLOT PLAN PURPOSES ONLY AND NOT FOR EAGLE SURVEYING , INC . RECORDING. DEED DESCRIPTIONS, 923 Route 6A ESTABLISHING PROPERTY LINES Yormouthport, ►1A. 62675 OR FOR CONSTRUCTION PURPOSES (508) 362-8132 (508) 432-5333 THIS PLAN IS VOID IF NOTE STAMPED AND SIGNED IN RED. 0 20 40 80 PROJECT NO. 05-049 1 f mfi� 'tAI�� o FF•,s'�• Y 4" S Ati� {, S %',�Y^�• f x,k.,-x irf � ... �`r t L^+J�� �.S��Ars si q���§.• a�, � r �. r �/Xx , 17 no 24 IVA . . - - n{ r r t -- ,ACV s s it37 -414 y j .. t Y{• it. IP Y IA t{ ? a o =i I ;r m . a x C � NA lip 3 ' g c I o � o-� t 4z - ? D � Dmo . SEPTIC TANK DETAIL: 1 ,500 GALLON DISTRIBUTION BOX DETAIL: NOT TO SCALE LEACHING DETAIL: NOT TO SCALE REVISIONS SOIL TEST PIT DATA: P-11062 NO. DATE DESCRIPTION NOT TO SCALE NO. OF OUTLETS cJ 17.0' 4" PVC TEST PIT _#1 TEST PIT #2_ NOTES: 1. SEPTIC TANK SHALL BE STEEL 5. INLET AND OUTLET TEES TO BE CAST IRON, FINISHED GRADE PIPE 00 0 0 0 0 0 0 0 0 0 0 0 00 0 0 0 0 GRID. EL. 87.0 GRD. EL. 88.7 REINFORCED CONCRETE. " o 0 SCHED. 40 PVC OR CAST-IN-PLACE CONCRETE. o 0 0 0 0 0 0 0 0 0 0 0 o 0 0 0 0 0 0 0 0 0 0 EST. HIGH GW. 80.4 EST. HIGH GW. 80.5 2. SEPTIC TANK TO WITHSTAND H-10 LOADING TEES TO BE CENTERED UNDER MANHOLE COVER. COVER REMOVNOTES:2 WALLS NOTES: 0 2 UN TS 000 UNLESS UNDER PAVEMENT, DRIVES OR T - A A TRAVELED WAYS, WHEREIN H-20 LOADING ti;;y .ti;;y„�ti;;y �;;y ;, 2" 1. DIST. BOX TO WITHSTAND H-10 LOADING o0 - o° 56" 12'-8" LOAMY SAND LOAMY SAND SHALL APPLY. " T PVC B^�R UNLESS UNDER PAVEMENT, DRIVES OR o0 0 GENERAL NOTES: 3. ALL PIPE CONNECTIONS AND CONCRETE r 500 GALLON LEACHING DRYWELLS o 10YR 4 4 •� 10YR 4 4 „ HIGH GROUNDWATER COMPUTATION 2-24" DIA CONCRETE MANHOLES TRAVELED WAYS WHEREIN H-20 LOADING o0 0 1. THIS PLAN IS FOR DESIGN AND 8 9 CONSTRUCTION SHALL BE WATERTIGHT. o 00 0 0 00 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 o CONSTRUCTION OF THE SEWAGE g g (BASED ON TP#2) W/ METAL HANDLES BROUGHT ,y 15" SHALL APPLY. 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 0 ° o 4. FILL ALL UNUSED KNOCKOUTS WITH TO 6" OF FINISH GRADE T DISPOSAL FACILITY ONLY. LOAMY SAND LOAMY SAND 5,5' OUTLET 8' 2. PROVIDE INLET TEE OR BAFFLE WHERE 24•0' 2. ALL CONSTRUCTION METHODS AND 10YR 5/6 10YR 5/6 DEPTH TO WATER - 10_ MORTAR. TEE TO BE UNDER 12" MIN. 6 SLOPE OF PIPE EXCEEDS 0.08 FT./FT OR MATERIALS SHALL CONFORM TO MASS. 22" 25" INDEX WELL MIW-29 M.H. OPENING R EL = 85.2 EL = 86.6 WATER LEVEL RANGE ZONE -�_- � 7/�` /� " L" b�b�y � � od d.$ IN PUMPED SYSTEM. PLAN VIEW - LEACHING CHAMBERS D.E.P TITLE 5 AND LOCAL BOARD 3 �. a�°a �f' a'4, a OF HEALTH REGULATIONS. CURRENT DEPTHONDEX WELL(7/05) -7.5 __ 4" BOTTOM ON LEVEL 2" 3. FIRST TWO FEET OF PIPE OUT OF DIST. LOAM & SEED DISTURBED AREAS 3. ALL PIPES LOCATED UNDER PAVEMENT RAISE M.H W�. OR TRAVELED WAY SHALL BE SCHEDULE C C WATER LEVEL ADJUSTMENT 1.8 - 10'-6" STABLE BASE 6' MIN. 3/4" TO BOX TO BE LAID LEVEL. SEWER BRICK �.`:: :: 1 1 2" CRUSHED " 40 OR EQUAL. MEDIUM SAND MEDIUM SAND DEPTH TO ADJUSTED HIGH WATER - 8_2 & MORTAR CROSS-SECTION / 4. ALL PIPE CONNECTIONS AND CONCRETE 3 MAX. COMPACTED FILL 36 MAXIMUM,12 MINIMUM 2.5Y 6/4 2.5Y 6/4 -- - 10'-0" = < 12 STONE BASE NORMAL WATER LEVEL CONSTRUCTION SHALL BE WATERTIGHT. 4. THERE ARE NO KNOWN PRIVATE WELLS 3" 5. FILL ALL UNUSED KNOCKOUTS WITH MORTAR. ° °o � I� O � = 00 THE ° 3" LAYER PROPOSE LEACHING FACOCATED WITHIN 150 FT. ILITY NOR ` PEASTONE ,� PRECAST SEPTIC TANK <` 10 14" " " T. O 8 0 0 0 0 = O REMOVE ANY KNOWN WELLS PROPOSED WITHIN I 60 INLET TEE 5-1 30 1/2 34 24 O O UNSUITABLE 150 OF ANY KNOWN LEACHING FACILITY. 00 O O O O O O O MATERIAL FOR 5. WITHIN LIMIT OF EXCAVATION REMOVE EFFEC. 80.4 80" 5'-2" 4'-6" 4'-0" MIN. ea eENo oN c 5'-8" O 0 0 O 5' ALL AROUND ALL TOPSOIL, SUBSOIL AND OTHER - - Z = - LIQUID DEPTH TEE 15 1/2- OUTLET DEPTH IMPERVIOUS MATERIAL. " 5'-8" =` (ems 00NW PRECAST DIST. 6. REPLACE ALL EXCAVATED MATERIAL WITH 78.7 = 97" 80.5 - 98 3/4" - 1 1/2" �. BOX ����� CLEAN GRANULAR SAND, FREE FROM ORGANIC INDICATES 56 WASHED STONE MATERIAL AND DELETERIOUS SUBSTANCES. ` d MIXTURES AND LAYERS OF DIFFERENT CLASSES 120" - 120" _ y ESTIMATED " EL = 77.0 EL = 78.8 - - 'Pc BOTTOM ON LEVEL STABLE BASE 9�°a 3" 12,-8" OF SOIL SHALL NOT BE USED. THE FILL T SHALL - SEASONAL HIGH 4' HIGH 40 MIL NOT CONTAIN ANY MATERIAL-LARGER THAN , GROUND WATER PLAN VIEW �6i��y/ /�, i ��/�� r7 1 -22 -8 POLY LINER TWO INCHES. A SIEVE ANALYSIS, USING A #4 DATE. DATE: 6 MIN. 3/4 TO TOP EL.=88.0 1 1/2" STONE CROSS-SECTION VIEW PLAN VIEW CROSS-SECTION OF CHAMBER BOT EL.=84.0 SIEVE, SHALL BE PERFORMED ON A 8/4/05 8/4/05 INDICATES REPRESENTATIVE SAMPLE OF FILL. UP TO 45% TEST BY: TEST BY: OBSERVED BY WEIGHT OF THE FILL SAMPLE MAY BE GROUND WATER RETAINED ON THE #4 SIEVE. SIEVE ANALYSES THE BSC GROUP, INC. THE BSC GROUP, INC. DATUM : ALSO SHALL BE PERFORMED ON THE FRACTION / DESIGN CRITERIA OF FILL SAMPLE PASSING THE ; T SIEVE, SUCH WITNESSED BY: WITNESSED BY: TOWN OF BARNSTABLE NEW REGULATIONS ANALYSES MUST DEMONSTRATE THAT THE DOaDON. DESMARAIS DON. DESMARAiS INDICATES VERTICAL DATUM: ASSUMED CB DH MATERIAL MEETS EACH OF THE FOLLOWING PERC. FND REQUIRE SOIL EVALUATOR TO INSPECT SPECIFICATIONS: PERC. RATE: PERC. RATE: TEST i DESIGN FLOW: 100% MUST PASS #4 SIEVE BOTTOM OF EXCAVATION PRIOR TO ANY (4.75 mm.EFFECTIVE PARTICLE SIZE) �-MIN./INCH -MIN./INCH BENCH MARK: TOP OF INSTALLATION AND ALSO PRIOR TO FINAL _3 BEDROOMS AT110G.P.B./D 330 G.P.D. 10%-100% MUST PASS #50 SIEVE SOIL EVALUATOR SOIL EVALUATOR INDICATES CRAIG FIELD CRAIG FIELD UNSUITABLE CONC. BOUND ELEV.= 86.10 BACKFILLING. (0.0 mm EFFECTIVE PARTICLE SIZE) MATERIAL 07s:-20X MUST PASS �1100 SIEVE (0.15 mm EFFECTIVE PARTICLE SIZE) SOIL CLASS: SOIL CLASS: 1 1 0• REQUIRED SEPTIC TANK: 0%�-5X MUST PASS #200 SIEVE �• 330 X 200% (0.075 mm EFFECTIVE PARTICLE SIZE) = 660 GAL. 7. EXISTING UTILITIES WHERE SHOWN L.T.A.R. L.T.A.R. IN THE DRAWINGS ARE APPROXIMATE. .T.A G.P.D./SO.FT. 0 74 G.P.D./sQ.FT. �' \e�,� SEPTIC TANK PROVIDED: = -1- AL. THE CONTRACTOR SHALL BE RESPON- / W SIBLE FOR PROPERLY LOCATING AND \SETB S9, COORDINATING THE PROPOSED CON- s '� SIZE OF LEACHING FACILITY REQUIRED: STRUCTION ACTIVITY WITH DIG-SAFE PROFILE: NOT TO SCALE ° �Oy F (Y SHED \ NE 1 AND THE APPLICABLE UTILITY 13 N DESIGN PERC. RATE: <2 MIN./ INCH COMPANY AND MAINTAINING THE EL.= A FIRST PIPE LENGTH N F EXISTING UTILITY SYSTEM IN SERVICE. / \ \ 3). CO LONG TERM APPL. RATE 0.74 TOP FOUNDATION CONCRETE COVERS TO WITHIN TO BE SET LEVEL G:P.D S.F. DIG-SAFE SHALL BE NOTIFIED PER 71 JAMES M. SMITH / \ � THE STATE OF MASSACHUSETTS EL.=90.2 6" OF FINISHED GRADE. FOR MIN. 2' ASSESSORS MAP 288 7 2' N F \ STATUTE CHAPTER 82, SECTION 409 FINISH GRADE / N/F ��' 330 GPD + 0,74 GPD/SF = 446 S.F. AT TEL. 1-888-344-7233. THE EL.=89.2-89.7 PARCEL 41 / ROBERT H. SILVA TR. JUDITH C. REED Q ENGINEER DOES NOT GUARANTEE 4" PVC SCH 40 ASSESSORS MAP 288 \ ASSESSORS MAP 288 O THEIR ACCURACY OR THAT ALL 4" PvcU LEACHING CHAMBER / PARCEL 42 \ PARCEL 204 W SIZE OF LEACHING FACILITY PROVIDED: UTILITIES AND SUBSURFACE STRUCTURES SCH 40 4" PVC SCH 4 '� 13,777±S.F. \ ARE SHOWN. LOCATIONS AND F=I20'�1.8% 5 5'c�1.0% S 5 ®I.o% S LOT 11 \ USE H-10 LEACHING CHAMBER ELEVATIONS OF UNDERGROUND UTILITIES �B I=D I=G \ 2 UNITS 12.67' X 2' X 24' TAKEN FROM RECORD PLANS. THE H CONTRACTOR SHALL VERIFY SIZE, 5 OUTLET I=C I=E DIST. BOX =_ / C \ \ �. , , LOCATION AND INVERTS OF UTILITIES I-F ,. z \ �' CB/DH SIDEWALL = 2(12,67 +24 ) X B = ' 146 AND STRUCTJ�3ES AS REQUIRED PRIOR SEPTIC TANK 5.0' SEPARATIONS J/ \ 9 _ : . \ 0 ND BOTTOM 12,67' X 24' = 304 TO THE START OF CONSTRUCTION. \ i� \� x 1 EST. HIGH GROUNDWATER A .J pW �� � GREEN \\ • 450S,F, s 8• THIS SYSTEM IS NOT DESIGNED FOR THE USE OF A GARBAGE GRINDER. HOUSE 23: \ 4,)0 C;F x 0,74 GPL/SF - 33?GPD ` POST A GARBAGE GRINDER, IS NOT RECOMMENDED DUE TO RECOGNIZED ADVERSE IMPACTS TO THE LEACHING FACILITY. INVERT ELEVATIONS: 9. EXITING INVERTS ARE TO BE CHECKED BY .�-w' j m 3 THE CONTRACTOR P: IOR TO CONSTRUCTION. TOP OF FOUNDATION 91 .69 A - / C'I�' FLAG / 0. THE ENGINEER IS TO BE NOTIFIED OF 4" INVERT AT BUILDING 88.39 B Wit' ! ''�4+ POLE ''' ANY FIELD CHANGES THAT MAY BE 4" INVERT AT SEPTIC TANK (IN) 88.02 C / 0 3" DOGWOOD LOCUS INFORMATION RE UIRED. " 87.77 D rn 4 INVERT AT SEPTIC TANK (OUT) 19 , �� 9 / CURRENT OWNER: ROBERT H. SILVA TR. BSC 4" INVERT AT DIST. BOX (IN) 87.72 E �F, 90.8 X .LO F� f� 4" INVERT AT DIST. BOX (OUT) 87.55 F / TITLE REFERENCE: BOOK 9615, PAGE 263 657 Main Street, (RT.28) unit 6 26 6� 000',� 0 / We Yalrn'touth Massachusetts \ © X 90.3 F�� / N/F PLAN REFERENCE: BOOK 76, PAGE 97 026� INVERTS AT LEACHING FACILITY: „/ �, 2" POPLAR ° / FBP REALTY LLC. o �- - 0 / ho ASSESSORS MAP 288 ASSESSORS MAP. 288 5087788919 PROPOSED �. \ 2" JAPANEES /o,• PARCEL 45-2 PARCEL: 42 4 INVERT AT BEGINNING ADDITION / ACHING CHAMBER 87.50 G J - .MAPLE / ^ PROJECT TITLE: ..,. ZONING DISTRICT: RB OF LE / 3 / SETBACKS: FRONT 20' ELEVATION AT BOTTOM Q� / / SIDE ;o� DESIGN FOR OF LEACHING CHAMBER 85.50 H 26.6. _ 9� ADJUSTED E - �� ''a MINIMUM LOT SIZE: 87,120 S.F. SEWAGE DISPOSAL 80.50 J 3� � GROUNDWATER sl tub/ EXISTING LOT AREA: 13,777tS.F. OBSERVED GROUNDWATER 78.80 w / _ / RESERVE SYSTEM REPAIR �/ / DECK / /, AREA f ��/ NOTES: OVERLAY DISTRICT: WP - ZONE II w ,, / TITLE 5 INSPECTION DID NOT FIND #16 CIRCL / �,_2 / �/ A SEPTIC TANK. SURVEY BY OTHERS -Z IN 2005 SHOWS A SEPTIC TANK. FEMA FLOOD ZONE B & C, JULY 2, 1992 CIRCLE WAY • O V ZONE DISTRICT: PANEL 250001 0008 D s FLOOR PLAN . Oyw 2 / INSTALLER TO CONFIRM AND REMOVE # / 2 STORY 2 / IF NECESSARY. .K.A. w NOT TO SCALE LAMP / WOOD FRAME 2 / Y yw STOOP HOUSE#16 RELOCATE GREENHOUSE WATER LINE TO LOCUS PLAN: NO SCALE #1 IRCLE DR. N _ 3 BEDROOMS 3 /GARDEN BE 10 FROM ALL SEPTIC COMPONENTS. ti o TOF=91.69 BULK WATER H YAN N I S „ / _ �"``` yw INV=88.39 N V-BOX CESS •� of 3 SEASON �g'3. / EAU S POOL / ;� PUMP, CRUSH ROOM o = : : : AND REMOVE , MASSACHUSETTS rn . ` lei*-7`1 ALL EXISTING WF z UNFIN. \ `. i rj k r SCREENED / •. SEPTIC ; PREPARED FOR: >ED BATH KITCHEN DINING - PORCH z Roots EATH BEDROOM �`"` o '` COMPONENTS � L r k N/F ' �r ;;THERMCO HOME IMPROVEMENT 1 90 o pl IN ACCORDANCE FBP REALTY LLC. / WITH TITLE 5 �f, I 7-D HUNTINGTON AVENUE PROPOSED ® . ' �4 � H4 PROPOSED / ASSESSORS MAP 288 FAMILY _ \� 0 �. PARCEL 45-1 S, I. Arnc / . / ®R SOUTH YARMOUTH ROOM STORAGE SRA* '�-- - -� cn Q / r}�+ MASSACHUSETTS f P S / 02664 v BEDROOM LIVINGROOM FND GE kttaYNS! N/F _ ~ �Hu� � MICHAEL L. NOTARANGELO N75•�0, cb / PROP. 12.67 x 24 ,,��•a' s�. Y k DATE: 8/8/05 LU _ ub��yjf T� iP '.. t bi �a- _ COMP. DESIGN: K. HEALY ASSESSORS MAP 2$8 50"W �. S.A.S. S� MARK D. yG I.A.U, a.� ? INTERIOR FLOOR PLAN INFORMATION PARCEL 44 - ' - ��.?• PROP. 4' x 50' CIVIL PROVIDED TO BSC BY THE OWNER / No.45937 4" �} CHECK: D. CRISPIN POLY LINER III"M1 �° L rfl �� � re / �. 1 � A ,� � n tw.. > r"�lbpriw 1G Naa.w.riH%M+8 ae.,rwt 102.1 r� � �� �-�r, �•• � DRAWN: P. HAGIST VIEW / c 1 Y PLAN V I E V V PROP. 1500 6 / '` ► ,t� � ...w BENCH MARK: ` GAL SEP. TANK TOP OF CONCRETE BOUND 01 FIELD: D. GAZZOLO / J. McCARTIN / 1" = 10 FEET - - ELEV.=86.10 ASSUMED DATUM) ` + VARIANCES REQUESTED. SCALE FILE N0. 8855-sEP.owc PROP ' ► / DWG NO. 5645-01 / D-BOX / }- DH ��Db SHEET 1 OF 1 - F NONE 0 5 10 20 FT, FND JOB NO. 4-8855.00 L. -