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HomeMy WebLinkAbout0034 UNCLE WILLIES WAY - Health 34 UNCLE WILLIE'S Hyannis A'= 292+! '324 r i TOWN OF BAR]N STABLE LOCATION 34 U%ic ,E W"laies W W SEWAGE# �ifv�'a�9i VILLAGE 041jNr$ ASSESSOR'S �`?�MAP&PARCEL INSTALLER'S NAME&PHONE NO.dAPEtacp,�,-, C rrprgSAPW565 SEPTIC TANK CAPACITY ('000 C-Z�c.®c`1 LEACHING FACILITY.(type);) 0009*,. GFIAve6&_S (size) NO.OF BEDROOMS 3 OWNER_ NOG 1�'In<EDA PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility M Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) k1A Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) AJ!A Feet FURNISHED BY CAPaA)tD6 Gu Ti9_0 1P4 rS(!S ac p r,� av� " { + + 31 CID -C .c 6- ` Sty 11� .,A O w b` ` m O O No. �/ Fee I ODI THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes or PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Misposal *pstrm Construction Pffmit Application for a Permit to Construct( ) Repair( Upgrade( ) Abandon( ) El Complete System Individual Components Location Address or Lot No.3el uxw Cz W t L"&—g (a Owner's Name,Address,and Tel.No. Hy"t5 NOG B 1 NGav, Assessor's Map/Parcelv'Z 9 �- P d a06jllZY��JL fit' L`�l Q Installer's Name,Address,and Tel.No.Soji—it7 Designer's Name,Address,and Tel.No.500 ;L7�3—0377 6Kj'j"Aj�� ZG. f1.3� cl.i T11L Wce>4 E-LV Type of Building: Dwelling No.of Bedrooms >3 Lot Size sq.ft. Garbage Grinder( ) Other Type of Building '�LbA jj7_()ff, No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) .3 3o gpd Design flow provided .� gpd Plan Date I0- ;Lq—/ Number of sheets oo I Revision Date Title__:"[' l./AJ LLB W e L 44JE �N � Size of Septic Tank Type of S.A.S. Description of Soil ``O G� 60WO ,�QN /7erm E Nature of Repairs or Alterations(Answer when applicable) U 51✓ _""T �J& I c0C)p &4apJJ � G 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 Certificate of Compliance has been issued by this Board of He 1 S' a Date Application Approved by f Date Z� Application Disapproved b Date for the following reasons Permit No. 7201 —3 8 Date Issued l No.LN(V� ,. „ '; Fee w. THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH_DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ZIpplicatlou for Misposal *pstem Construction Permit/ Application for a Permit to Construct( ) Repair( Upgrade( )° Abandon( ) ❑Complete System Individual Components Location Address or Lot No.341 L)md4.6 (Ai 14(1 eS W Owner's Name,Address,and Tel.No. Hyo"15 NOC- g i N&DA Assessor sMap/Parcel ;Z9a. 3�:. I Pa O)4 aO6 1VX"rUG1L�T C`1A /In�s�tallers Name,Address,and"Tel.No. —4 -) Designer's Name,Address,and Tel.No. ST b�_ I.auL>4 E.Gu Type of Building: Dwelling No.of Bedrooms .� Lot Size Ot d��—"sq.ft. Garbage Grinder( ) Other Type of Building _R E 6 ln k C, No.of Persons Showers( ) Cafeteria( ) Other Fixtures . Design Flow(min.required) � gpd Design flow provided �,TT-► ,�' gpd Plan Date Number of sheets 4 Revision Date Title U�J t�C t L.L t� LA9 � iJ1CJt C Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) U Se (cam�-Tt Sj6t I foe)o t ma q F4en ' 01:= 4444gG-,20w7 -SR)pAaAft ro- Date last inspected: k 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 Certificate of Compliance has been issued by this Board of He S*gfrej? / Date Application Approved by Date 2e ZO Application Disapproved b Date for the following reasons j Permit No. ZQ l 6 - 8 1 Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliante THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(� Upgraded( ) Abandoned( )by j*4! at [p 9 j(Ljb-f has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit NoAb dated �!Z 10 Installer C �v4� tc,G ,,lit,.,. Designer [ ,1, #bedrooms Approved design flow A 33 gpd The issuance of thi"permit shall not be construed as a guarantee that the system wij �'�fund/o�t's,dews'igned Date O + J�, Inspector '4 -� � V" i -----------------------------------------------------------------------------------------------------=--=----- _ --------- ------------ No. — Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposai &pstem Construction Permit Permission is hereby granted to Construct( ) Repair(jO Upgrade( ) Abandon( ) System located at ��- V l)Cnt-k �� l _U 4� W w uy"o 15 wM - and as described in the above Application for Disposal System Construction Permit. The applicant recognized 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 perm* Date_I � 1 Approved by \� i %N 95142 p. 001/001 an Town of Barnstable Regulatory Services ? aeer�e,.� Richard V. Scali, Interim Director fs 9 Public Health Division Eo�• Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Dcate: l I-2-1 b Sewage Permit# 204"-329 Assessor's MaplParcel 2 9 2 3 2 y Designer: 3C t�lcert�l �- �. Installer: CaQiwtde -h4�recis Address: 28_. 5y ra��oe�cy �iAhwaV Address: 153 Coonw"CiO bask are,(naM HA az53 }-{asltin�e� f� 62. G q 9 On sL -Ao CQeewt& COtWrl�was issued a permit to install a (date) (installer) septic system at 3y Uv)cle, wk1�i�5 Uva based on a design drawn by (address) _'G Eon Inezqn L, dated 6cAa\oar 27, 20110 (design r v_/1 certify that me septic system referenced above was installed ed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution b x and/or septic tank. Strip out (if required) was inspected and the soils were found sa isfactory. I certify that a septic system referenced above was installed with major changes (i.e. greater than I ' lateral relocation of the SAS or any vertical relocation of any component of the septic s stem) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. Strip out(if required) was inspected and the soils were found sa isfactory. Y certify that t e system referenced above was construc. nce with the terms of the M app-oval letters(if applicable) away H ss�c�G JOHN L CHUR It.i,JR. (1 tall e ' Sign e) 91VIL N .41 signer's Sig a (Affix igne s St,mp Here) PL ASE RETURWTO BARNSTABLE PUBLIC HEA H D VIS N. CER.TIFICATE OF COMPLIANCErLI. OT B ISSUED BO, S FO D AS- JiUi CARD ARE RECEIVED BY THE BARNSTABLE PU C HEALTH DIVISION. THANK YUU. Q:1Septiclpesigner Cerrifica ion Form Rev 8-14-13.doc 1AA YOU WISH TO OPEN A BUSIN SS? For Your Intorn ration: Business certificates (cost$4Q.Q0 for 4 years): A business certificate ONLY REGISTERS YOUR NAME in town (wi .h nu must do by M.G.L.-it does not give you permission to operate.) You must first obtain the necessary signatures on this form at 200 Maain St.., Hyannis. Take the completed form to they Town Clerk's Office, 1 t FI., 367 Main St., Hyannis, MA 02601 (Down Hall) and get the Business Certificate that is required by lliw. a DATE: `J 1C < 3 Q Fill in please:- APPLICANT'S YOUR NAME/S: O CWf� a BUSINE S YOUR HOME ADDRESS: T S t TELEPHONE # -klemerTelephone Number c Q30 ----------------- Ca NAME OF CORPORATION: NAME OF NEW BUSINESS TYPE OF BUSINESS C l/1 l IS THIS A HOME OCCUPATION? YESV NO ( I ADDRESS OF BUSINESS. e- Ct 5. C �- 111�AP/PARCEL NUMBER a ��aT (Assessing) When starting a new business there are several things you must do in order to be in compliance with the rules and regulations of the Town of Barnstable. This form is intended to assist you in obtaining the information you may need. You MUST GO TO 200 Main St. (corner of Yarmouth Rd. & Main Street). to make sure you have the appropriate permits and licenses required to legally operate your business in this town. L 1. BUILDING COMMISSIONER'S OFFICE This individual has been informed of any permit requirements that pertain to this type of business. Authorized Signature* COMMENTS: 2. BOARD OF HEALTH This individual has ppee f r "d of the permit requirements that pertain to this type of business. l�, V1 MUST ,OMPLY WITH ALL Authorized Signature** ';a7n�� a.i, r�,ATs- COMMENTS: 3. CONSUMER AFFAIRS(LACENSINP AUTHORITY) This individual has t 4n inf ed f the licensing requirements that pertain to this type of business. Authorized Signature** COMMENTS: Town of Barnstable P# 7 q Department of Regulatory Services i rwwarnnr,a B Public Health Division -Date 7( u �(p at,�es, i t i y �m3p. 200 Main Street,Hyannis MA 02601_ _ -; M N Date Scheduled U l ? li Time�_ Fee Pd:_ Soil Suitability Assessment for � � I > Sew ' e Dispos Z Performed By: W(tcsB. sa y: G /d , n LOCATION&.GENERAL INFORMATION Location Address Owner's Name 'YUc— p wc"VA i-{Yt?,a J: J i S Address,.I?O.Go)( A06-7 t 1.4W7-lG467'T' o�C7� /��.� C4?Gcvt�c G�Z� K6 c Assessor's Map/Parcel:` Engineer's Name JC e �J -7dZ 1, /� c r�p$_27 3 NEW CONSTRUCTION REPAIR _� Telephone# j p� � �7-7-g�,-71 Land Use � ..t,.j ilwir, Slopes Surface Stones ' Distances from: Open Water Body ft Possible Wet Area ft Drinking Water Well ft Dmlhage Way r ft Property Line - ft Other ft SIC+TCH:(Street name,dimensions of lot;exact locations of test holes&pare tests,locate wetlands-in proximity to holes) see, a-4 44,eA i T Parent material(geologic) 00Wc�S)A Depth to Bedrock 7JI 1 a ,t b6S Depth to Oroundwater. Standing Water in Hole: 7 i 3 c2 b9S Weeping from Pit Fnee 7 �3 b!!S S Estimated Seasonal High Oroundwater 7.1 ?q" DETERMINATION FOR SEASONAL•HIGH WATER TABLE Mcthod Used: OilrA 6Vit;eryL�lt . Depth Observed standing in obs,hole: 13 a In, Depth to Sall mottles: ln,' Depth to weeping from side of obs.hole: _ _ In, Groundwater Adjusttrtent Index Well-0 Reading Data: index Well level :_ AdJ4hetbrArj,Groundwatar•1aval,� PERCOLATION TEST% Date I0-II-1 Tlmr V AM Observation Hole# _�_ Time at 911 _ Depth of Pero '. Time at 6" ` Start Pre-soak Time® Time(9"•6") + End Pee-soak 'I' SSG vtn Rate Min.nach 2�►a "' Site Suitability Assessment: Site Passcd Slip Failed: - Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back--- - ***If percolation test is to be conducted within 100' of wetland,you must.first notify the, Barnstable Conseirvation Division at least one(1)week prior to beginning. Q:1SEVr[CNPERCFORM.DOC DEEP.OBSERVATION HOLE LOG Hole# 13 z Depth from Soil Horizon Soil Texture Sdil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. Isistency.%'(]rival) p N u-3o �3 Ls CbYlr ;16 =. --. 3v-84 Cs - Sy-Ga c-a M's 2.5'Y6�► DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(In.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders, • � �a4 w' t • Flood Insurance Rate Map: Above 500 year flood boundary No— Yes ✓� year Yes 'Within 500 y boundary No..._ ._..,.� . Within 100 year flood boundary No,4z Yes Depth of Naturally Occurring Pervious Matertal Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout the area proposed for the soil absorption system? Yes If not,what is the depth of naturally occurring pervious material? Certification I certify that on 16-27-ft (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and perience described in�10 ClvM 15.017. G"� Datts Id"Z 7-166 Signature Q:%SJ3PT1G1PRRCPORM.DOC ! LOCATION SEWAGE PERMIT NO. 61 V I L L A GE �- Yj*AIAIA INSTA_kLER'S NAME ADDRESS L7'" mffl-6 0 U I l D E R OR OWNER DA T E PERMIT ISSUED --- DATE C0NPLIANCE ISSUED f � a 46 ZI + ,ci �'ca - v T.O.F. EL.= 57.$± FINISH GRADE OVER D-BOX= 56.7`± FINISH GRADE OVER CHAMBERS= 56,3` - 56.8' GENERAL NOTES PROVIDE EXTENSION RISER SLOPE @ 2% MIN. OVER SYSTEM 3/4"TO 1-1/2" DOUBLE WASHED REMOVABLE WATER-TIGHT COVER OVER STONE TO CROWN OF PIPE WITH COVER OVER INLET& ! RISER TO WITHIN 6"OF FINISHED GRADE � 1- UNLESS OTHERWISE NOTED,ALL SYSTEM COMPONENTS AND CONSTRUCTION 4" SCHEDULE 40 PVC INSPECTION PORT WITH ACCESS FINISH GRADE OUTLET TO WITHIN 6"OF F.G. MIN SLOPE 1% BOX TO F.G. (SEE NOTE 21) 2" OF 1/8"TO 1/2"DOUBLE WASHED METHODS SHALL BE IN ACCORDANCE WITH TITLE 5 OF THE STATE ENVIRONMENTAL @ FND. EL.= 56.9 ± F.G. OVER TANK EL. = 56.7 ± I 5"DIA. OUTLET(S) STONE OR GEOTEXTILE FILTER FABRIC CODE AND ANY APPLICABLE LOCAL RULES. 2. ANY CHANGES TO THIS PLAN MUST BE APPROVED BY THE BOARD OF HEALTH AND THE TOP OF SAS= Fj4.03� PLACE RISERS ON ALL DESIGN ENGINEER. PROPOSED 4" I 9"MIN. CHAMBERS WITH 9"MIN. 3. 4"SCHEDULE 40 PVC PIPE WITH WATER TIGHT JOINTS SHALL BE USED IN DISPOSAL SCH. 40 PVC 36"MAX. 53.20' 36"MAX. BREAKOUT EL= 53.70` INLET PIPES TO 6"OF SEWER PIPE FINISHED GRADE SYSTEM UNLESS OTHERWISE NOTED. 3" DROP MAX r 4. TO PREVENT BREAKOUT, THE PROPOSED FINISHED GRADE SHALL NOT BE LESS THAN 6" 3" - 2" DROP MIN 3 9" L=79 ± MIN.SLOPE Q 1% j PROVIDE WATERTIGHT o o ELEVATION =53.70' FOR A DISTANCE OF 15'AROUND THE PERIMETER OF THE SAS. UNLESS A 4" PVC IN FROM JOINTS (TYP.} ��� 40 MIL GEOMEMBRANE LINER IS PLACE AT LEAST FIVE FEET FROM S.A.S.AND THE TOP OF Ily 14" � SEPTIC TANK 4" PVC OUT TO � � � O °° � 0 O 0 0 0o I THE LINER IS NOT LESS THAN THE BREAKOUT ELEVATION. CONTRACTOR TO PROVIDE • LEACHING FACILITY o0 00 Sb o 5. SLOPE ALL SOLID PIPE AT 1.0% MINIMUM. SPECIFIED DROP BETWEEN 12" Too INLET AND OUTLET CONTRACTOR CONTRACTOR SHALL 53.60► MIN.. 53.43' 2 00 °° o 6. THIS SYSTEM IS NOT DESIGNED FOR A GARBAGE DISPOSAL. SHALL VERIFY SIZE 48" VERIFY CONDITION OF \ OUTLET TEE °° cxD oo f 7. LOCAL BOARD OF HEALTH AND DESIGN ENGINEER TO BE NOTIFIED PRIOR TO BACK AND CONDITION OF EXISTING TEES GAS BAFFLE 6" CRUSHED STONE °° o00 oo FILLING WHEN SYSTEM IS NEARLY COMPLETE AND READY FOR INSPECTION. SYSTEM IS EXISTING SEPTIC AND REPLACE AS OVER MECHANICALLY oo 00 NOT TO BE BACK FILLED WITHOUT FIRST OBTAINING APPROVAL FROM BOARD OF HEALTH TANK NECESSARY COMPACTED BASE 4 0' `I AND DESIGN ENGINEER. 8.5' (TYP) 4.0 4.0' 4.0' 5 OUTLET DISTRIBUTION BOX 4.83' 8. ELEVATIONS BASED ON APPROXIMATE M.S.L. DATUM. BENCHMARK ELEVATION OF 56.00' TO BE INSTALLED ON A LEVEL STABLE 25.0' (nP') ESTABLISHED ON THE CONCRETE BOUND AS SHOWN ON PLAN. BASE. FIRST TWO FEET OF OUTLET zi: 1 .20' GROUND WATER ELEV= < 45.30' 12 83' - 9. CONTRACTOR SHALL VERIFY ALL UTILITY LOCATIONS PRIOR TO CONSTRUCTION PIPES TO BE LAID LEVEL. 5'MIN. THROUGH DIG-SAFE AT LEAST 72 HOURS PRIOR TO COMMENCING WORK ON SITE AT EXISTING 1 ,000 GALLON CONCRETE SEPTIC TANK CROSS SECTION VIEW 2 - 500 GALLON CHAMi3t1 �.F1Hiv�r3c ttvu vll=vu 1-888-DIG-SAFE AND ANY OTHER APPLICABLE AGENCIES. REPORT ANY DISCREPANCIES `CONTRACTOR TO VERIFY EXISTIN e:)(L..PTI C TANK PROFILE TYPICAL CHAMBER PROF' �, �., ,� TO THE DESIGN ENGINEER. ELEVATION PRIOR TO ANY WORK & D I STt i B UTI O N BOX DETAIL C HAI'�'�' ' -TAI LS 10. ALL JOINTS WHERE PIPE ENTERS AND EXITS CONC. STRUCTURES SHALL BE MADE WATERTIGHT. NOTIFY ENGINEER IF DIFFERENT. NOT TO SCALE NOT TO SCALE NOT TO SCALE - ---- - ^--- )--------------_ -- --1-� T - - -- 11. NO DETERMINATION HAS BEEN MADE AS TO COMPLIANCE WITH DEEDED O NI • :; - . t�' �,� ' \ TEST PIT DATA REGULATIONS. OWNER/APPLICANT IS TO OBTAIN SUCH DETERMINATION FROM AI SWING-TIES 2 PERC NO. 15174 1 APPROPRIATE AUTHORITY. DESCRIPTION HCA HC-2 E INSPECTOR: David W. Stanton, R.S. 12. ALL SEPTIC SYSTEM COMPONENTS SHALL WITHSTAND H-10 LOADING UNLESS LOCATED • ' :,:�"p '�• � UNDER MORE THAN 3 FEET OF COVER OR LOCATED UNDER PAVEMENT, DRIVES, OR • ' EVALUATOR: Michael Pimentel, E.I.T. TRAVELED WAYS IN WHICH CASE THEY SHALL WITHSTAND H-20 LOADING. CORNER OF STONE (1) 33.2' 26.0' . n �� _� � � _ � • © • `' ZONE 2 ( C.S.E. APPROVAL DATE: Oct. 1999 CORNER OF STONE (2) 564' 156' • ! + • 13. DOUBLE WASHED CRUSHED STONE SHALL BE FREE OF ALL DIRT, DUST AND FINES. . . PROPOSED ° DATE: October 11,2016 LOCATION OF SHED j� '�-..� MAP 292 CORNER OF STONE (3) 61.3' 28.2' Q 1 /1 14. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL LOAM, SUBSOIL AND UNSUITABLE TEST PIT#: 1 i I! MATERIAL IN AREA BENEATH AND FOR 5 FT. ON ALL SIDES OF LEACHING FACILITY. LOT 325 CORNER OF STONE(4) 40.1' 35.0' y • ; ti ELEV TOP= 56.30' REPLACE ALL UNSUITABLE MATERIAL WITH CLEAN COARSE SAND FREE FROM CLAY, 4!"K 6^ < FINES OR OTHER UNSUITABLE MATERIAL IN ACCORDANCE WITH 310 CMR 15.255(3). o �r�, 1 S w�'" 17 ELEV WATER= 45.30' i Is"S813 \w� j • „r, 15. CONTRACTOR SHALL NOTIFY DESIGN ENGINEER OF ANY DISCREPANCIES FOUND IN • ,, '.` 3x, PERC RATE _ <2 MIN/IN SITE CONDITIONS FROM THOSE SHOWN PRIOR TO CONTINUATION OF WORK. DEPTH OF PERC= 30" 48" 16. PROPOSED PROJECT IS LOCATED WITHIN: of • / r '~ ••` �•/% i ASSESSOR'S MAP 292 LOT 324 co / 00 ,J S� � '` • TEXTURAL CLASS. 1 3 5° y ' LOCUS ,Z OWNER OF RECORD: NOE R. PINEDA o PROPOSED INSPECTION PORT O 2p 23„ 1 0. /. i 02.95, , om (2) I _� `,� •� ly °l. 011 56.30' ADDRESS: PO BOX 2067 PROPOSED TWO(2) _ C 3 4.. Fill 55.97' 1 NANTUCKET, MA 02584 500-GALLON LEACHING / _ + 1 It * k I '� CHAMBERS / I ZONE 2 ' HC-2 / _"• - Loamy Sand 1 FEMA FLOOD ZONE x , PROPOSED DISTRIBUTION 10 f ill `. ] B 10Yr 5/6 COMMUNITY PANEL# 25001CO566J BOX Q / � / �` '/ � �/ + I 117. DEED REFERENCE: BOOK 19083, PAGE 115 \ / ' 10" OAK o / = 30" 53.8018. PLAN REFERENCE. PLAN BOOK 302, PAGE 69 Perc 48 Coarse Sand 19. ALL DISTURBED AREAS SHALL BE RESTORED TO ORIGINAL CONDITION. - 2.SY 6/6 MAP 292 _ � �,• © y'QQ1ce � C-1 20. PROPERTY LINE INFORMATION IS ONLY APPROXIMATE. THIS PLAN IS TO BE USED ONLY h ra - _ FOR SEPTIC SYSTEM UPGRADE. JC ENGINEERING WILL NOT ASSUME ANY LIABILITY LOT 81 56x8' >> WINDOW WELL / -V' FOR USES OF THIS PLAN OTHER THAN ITS INTENDED PURPOSE. X 84 49.30 (4) (TYP. OF 3) / / BIT. pRIVpI o i ( 21. A 4" PERFORATED SCH. 40 PVC PIPE SHALL BE PLACED IN A VERTICAL POSITION TO A o rn r �I rQ�, DEPTH OF THE BOTTOM OF THE SAS AND EXTEND TO WITHIN 3"OF FINISH GRADE. A 12" PINE TP1 " ( / Medium Sand REMOVABLE THREADED CAP SHALL BE PLACED ON THE TOP TO ALLOW FOR INSPECTIONS. % ,P %i , C-2 2.5Y 6/1 56xT j /� #34 j \ LOCUS PLAN 22. IN ACCORDANCE WITH 310 CMR 15.401 -15.405,THE FOLLOWING LOCAL UPGRADE EXISTING - APPROVAL IS REQUESTED FROM 310 CMR 15.211: u 3-BEDROOM / `- SCALE: 1"- 1000' (1.) A 4.90'VARIANCE (20.00'- 15.10') FOR THE SETBACK FROM THE PROPOSED SAS TO DWELLING / 132" 1 1 45.30' THE EXISTING HOUSE FOUNDATION. TOF = 57.8'± , No Mottling, Standing or Weeping Observed LU 12" LOCUS DECK FFE = 587± j DESIGN DATA TT P! DATA LEGENC PERC NO. 15174 _5 NUMBER OF BEDROOMS (DESIGN) 3 INSPECTOR: x 50 EXISTING SPOT GRADE Q David W. Stanton, R.S. O - - - 50 - - - EXISTING CONTOUR 7 EXIST1w_.� -w co K ( DESIGN FLOW 110 GAUDAY/BEDROOM EVALUATOR: Michael Pimentel, E.I.T. _ Oct. 1999 r0� PROPOSED CONTOUR w C(/ C.S.E. APPROVAL DATE: ; HC-1 WATER L+NE J J y TOTAL DESIGN FLOW 330 GAUDAY - 16" OAK LP i % + J J DESIGN FLOW x 200 % = 660 GAUDAY DATE: October 11,2016 50 PROPOSED SPOT GRADE �EXISTING LEACHING PIT TEST PIT#: 2 ;- , � � � � PUMPED AND FILLED WITH �"��� J// / a' USE EXISTING 1,000 GALLON SEPTIC TANK ELEV TOP 56.80' EXISTING GAS LINE SANE / � � / .�/ � = V ELEV WATER < 45.80' EXISTING OVERHEAD UTILITIES 20" OAK = Benchmark Concrete Bound ! I INSTALL 2 - 500 GAL. CHAMBERS w/ AGGREGATE PERC RATE = EXISTING WATER LINE Elev. = 56.00' (3) 6"MAPLE / DEPTH OF PERC= Approx. M.S.L. '- -� ��� / SIDEWALL CAPACITY ■■ TEST PIT LOCATION S6� - GAS GAS GA, AS _ TEXTURAL CLASS: 1 -57 7 (LENGTH + WIDTH) (2 SIDES) (2' HIGH) (0.74 GPD/S.F.) = GAUDAY / (25.0' + 12.83') (2) (2' ) (0.74 GPD/S.F.) = 112.0 GAUDAY EXISTING 1,000 GALLON SEPTIC TANK MAP 292 i 0 LOT 324 / BOTTOM CAPACITY 0" 56.80' PROPOSED 4" SOLID SCHEDULE 40 PVC PIPE 10,036± S.F. / / Q Fill EXISTING DISTRIBUTION BO} / h� f �' (LENGTH x WIDTH) (0.74 GPD/S.F.) = GAUDAY 4" 56.47' TO BE ABANDONED �r O PROPOSED DISTRIBUTION BOX (25.0'x 12.83') (0.74 GPD/S.F.) = 237.4 GAUDAY WS� BOQ'3p, TWIN OAK / J W Loamy Sand �p PROPOSED 500 GALLON LEACHING CHAMBER 20'2s,,w - W I 10Yr 5/6 ss ' Ia TOTALS: TOTAL NUMBER OF CHAMBERS 2 54.30' N OAK J ' / p 30 REV. DATE BY APP'D. DESCRIPTION LU TOTAL LEACHING AREA 472.2 SQ.FT. MAP 292 w i TOTAL LEACHING CAPACITY 349.4 GAL./DAY C-1 Coarse 2 5Y 6/and PROPOSED SEPTIC SYSTEM UPGRADE _ l LOT 323 �I �� � PREPARED FOR: a JOH L. \'; CAPEWIDE ENTERPRISES 4j, CHU, LL JR. . NO/.4 07 LOCATED AT Medium Sand a _ C-2 2.5Y 6/1 34 UNCLE WILLIES WAY HYANNIS, MA 02601 SCALE: 1 INCH = 10 FT. DATE: OCTOBER 27, 2016 MISCELLANEOUS NOTES: 132" 45.80' 0 5 10 20 40 FEET No Mottling, Standing or Weeping Observed 1.) MAGNETIC MARKING TAPE SHALL BE PLACED ALONG THE TOP EDGE OF - - - PREPARED BY: EACH SEPTIC SYSTEM COMPONENT. RESERVED FOR BOARD OF HEALTH USE JC ENGINEERING, INC. 2.) CONTRACTOR SHALL VERIFY SOIL CONDITIONS IN THE LOCATION OF 2854 CRANBERRY HIGHWAY THE PROPOSED LEACHING FACILITY TO ENSURE CONSISTENCY WITH TEST EAST WAREHAM, MA 02538 PIT DATA SHOWN ON THIS PLAN. REPORT TO ENGINEER AND LOCAL SITE PLAN BOARD OF HEALTH IF SOILS ARE NOT CONSISTENT WITH TEST PIT DATA. 508.273.0377 SCALE: 1"= 10' Drawn By: BJW Designed By: BJW Checked By: JLC JOB No.3W