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HomeMy WebLinkAbout0127 FIFTH AVENUE (HYANNIS) - Health 127 FIFTH AVENUE HYANNIS A= 245 - 090 r- r TOWN OF BARNSTABLE LOCATION)ZZ _-i-N P-1-e-. SEWAGE# 76 G LLAGE t .� yj0` ASSESSOR' MAP:PI &PARCEL INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY-(type) 6-k C %(size) rl 37,,5 X Z NO.OF BEDROOMS OWNER PERMIT DATE: S' — a COMPLIANCE DATE: T Separation Distance Between:'the: �- Maximum Adjusted Groundwater Table the Bottom of Leaching Facility Feet Private W?=er Supply Well and Leaching Facility(If any wells exist on w site or`'within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feeeof leaching facility) Feet FURNISHED BY a a{•�'s Vr a Y f 4 �Y• 3 i 1 `No. c Fee & f THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS ftplita.tion Disposal *pstem Construction Permit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. . Owner's Name,Address,and Tel.No. MfA.► Sw� �!✓ Assessor's Map/Parcel �, s ®�ca ES ..L r �nlc�t�+5�'� C-Z.,v$.lyr.,;�;Lei In taller's Np{me,Address,and Tel.No' Ay D esign I''s Name,Address,and Tel.No. kk, Cc4lke.. £ Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures. Design Flow(min.required) 33 r, gpd Design flow provided `�' gpd Plan Date Number of sheets _Revision Date Title Size of Septic Tank 6-00 Aw Type of S.A.S. 3 Ck"', r� Description of Soil la et Nature of Repairs or Alterations(Answer when applicable) �� Lr- Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board ealth. .r. igned Date Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Date Issued ------------------------------------------------------------------- 4 } � Fee TE COMMOMWE�► _. 'OF MASSACHUSETTS Entered in computer: Ye PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS application f MispoBal *pstent Construction 10ermit Application for a Permit to Construct Repair( ) Upgrade( ) Abandon(. ) ❑Complete System FlJ ividual Components Location Address or Lot No. Owner's Name,Address,and Tel.No.rk � Assessor's Map/Parcel Installer's Name,Address,and Tel.No. (,ti�`ea Designer's Name,Address,and Tel.No. i '�' 4a a� ilS�n� �►i� tr�'� r U$It Type of Building: a r Dwelling No.of Bedrooms J Lot Size �J, 40® sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 33_ gpd Design flow provided 31+4 gpd b Plan Date Number of sheets Revision Date Title Size of Septic Tank /�C„/ "nn ��.r Type of S.A.S. ( Description of Soil SK C.e- 0. { 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 Certificate of s Compliance has been issued by this Board L4f�Health. i igne Date _ � jr F Application Approved by (' Date Application Disapproved by _ Date for the following reasons Permit No. i Date Issued --------------------------------------------------------------------------------------------------------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Ctrtificate of (Compliance THIS IS TO CERTIFY,that the On site Sewage Disposal system Constructed(V Repaired( ) Upgraded( ) Abandoned( )by at ► ( .: i = has been constructed in a ordance i { , with the provisions of T,iittle✓5,and the-for Disposal System Construction Permit No / - aced r �j Installer y� Designer #bedrooms v Approved design flow gpd The issuance of thi pe a it shall not be construed as a guarantee that the system will ctio designed. } Date ) 1 Inspector - - --- ---------------------------------- - ------ ------7- ------------- ------------------- -- -- - ---------- No.. Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem 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 recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided:Construction must be 'om leted within three years of the date of this permit Date Approved by _/) Town of Barnstable ..�M6 Inspectional Services $ Public Health Division NAB& � Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax; 508-790-6304 Installer&Designer Certification Form Date: ® Ct-oik Sewage Permit# 4`.k—Wi Assessor's MaplParcel 2 90 Designer: ^''J Installer: +r.. Cl'�)Z_Prn Address: Address: 48 T--k ^�r jt-ctGal /fro v a} ®AX__ n��� �� ®LLAI On !�_o ® was issued a permit to install a (date) (installer) septic system at 121 _64 Ali`-- based on a design drawn by (address) de 6wri dated ©-1`t o ."sk /,�_certify ( esigner) % 'c m referenced above was installed substantial) accordin to that the septa; system Y g the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Strip out (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 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. Strip out (if required)was inspected and the sails were found satisfactory. h of I certify that the system referenced above was constr eompli the to rms of the IlA approval letters(if applicable) 6�e Scott o,r- a M t'rl �> . U _Mt' ` G (Insta er'sSignature) r% (Designer's Signature) (Affix Designer's'Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. WoMdeplAHEALTMSEWER connecMEPTfCOesigner Certification Corm Rev&14-13.DOC f TOWN OF BARNSTABLE LOCATION Z7 F SEWAGE#,RK- `rILLAGE—L.� Uy '{ }- ASSESSOR' MAP&PARCEL&--,2Y INSTALLER'S NAME&PHONE NO. Don SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (o--,k C (size) 01 X33,5'X C- NO.OF BEDROOMS 3 OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Wzter 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 feel of leaching facility) Feet FURNISHED BY I ' Z,3) Lv y z, AsBuilt Page 1 of 1 TOWN OF BARNSTABLE LOCATION YA P'k'a SEWAGE M VILLAGE We�,6 t (WIL% Qom 'ASSESSOR'S MAP&LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS_ !! BUILDER OR OWNER C,:rV Q l ilneyy tit ea l PERMITDATE: 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 ch 56� C - 0 C L9 peg /tf QT 6- C —�A^ t http://issgl2/intranet/propdata/prebuilt.aspx?mappar=245090&seq=1 9/11/2019 TOWN OF BARNSTABLE r`^LOCATION' 1 2-9 �5% SEWAGE # [t VILLAGE ec1 nrltc- V0`14- ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS BUILDER OR OWNER Cry"Q 1 i D 00 C) (/Lech 1 PERMITDATE: 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 OD �— Cca C _ . () c � Town of Barnstable P# Departiment of Regulatory Services Ic"? Public Health Division Date ridFl MASS, • � te19 �� 200 Main Street,Hyannis MA 02601 '0lfo Mld� i'� . Date Scheduled Time w Fee Pd. Soil Suitability Assessment for Se e Disposal Performed By: 7 GO} G(OP/�� Witnessed By: LOCATION&.GENERAL INFORMATION Location Address / Owner's Name SC q.a`J ® r/✓CI L_ /y7 /FTh Address I Z7 r/FI-� AA­-0-t&7 t_tyAVAA s rvt�Aq,� Assessor's Map/Parcel: Z�!S'/ 9P' Engineer's Name 76 o T-r- NEW CONSTRUCTION ( REPAIR Telephone# S0oh G Land Use w Slopes(%) / e Surface Stones Distances from: Open Water Body ft Possible Wet Area Sv0 ft Drinking Water Well Aft �l,� r Drainage Way --`-7 h ft Property Line t5 ± ft Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands i`n proximity to holes) raAP zvr , Pet. °II . I V e ttL. o�K rnAP lq5 t} (Z1 Rl.�- col 1 'VL . oh 0Z 'f i Zo t4- 1 1710 Parent material(geologic) 0V*r wX+S t Depth to Bedrock �✓rl¢ Depth to Groundwater. Standing Water in Hole:. Ailh ' I I Weeping from Pit Face ddl Ale_ Estimated Seasonal High Groundwater fl DETERMINATION FOR SEASONAL'HIGH WATER TABLE Method Used: W/ Depth Observed standing in obs.hole: In, Depth to loll mottles: .4 In Depth to weeping from side of obs.hole: In, Groundwater Adjustment ft. Index Well-# Reading Date: Index Well level Adj,factor Adj.Groundwater Level e PERCOLATION TEST DoU/o y Itf Time /0!z6 Observation Hole# Time at 9" 1DZle rt Depth of Penc Y 6 Tlme'at 6" 10'Z' Start Pre-soak Time @ ltl. e/ 'lime(91'4") End Pro-soak l o:Zy Rate Min./Inch . L Z IH n✓ /J ' Site Suitability Assessment: Site Passed Site 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 Conservation Division at least one(1) week prior to beginning. Q:IS EPT[CxPER CFORM.DOC DEEP-OBSERVATION HOLE LOG Bole# Depth from Soil Horizon Soil Texture .Sdil Color Soil• Other Surface(in.) (USDA) (Munsell) Mottling (Stnucture,Stones;Boulders. o is ten cy 96 Oravel) U ' ,r A K rti !o y-A 3�Z 6 k" « C r `" z,SY, 13 DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, t/ t Y4 3 Z 4 10 YLZs 36 u-110 `. C toQ e-c Z.5 y ? 3 �iZAc �l DEEP OBSERVATION HOLE LOG. Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color . soil ., Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency. Govel) Flood Insurance Rate Map: / Above 500 year flood boundary No— Yes Within 500 year boundary No= F Yes Within 100 year flood boundary No.,,_.._ Yes, Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in al I areas observed throughout the area proposed for the soil absorption system? *g If not,what is the depth of naturally occurring pervious material?__�' ---- Certification I certify that on (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 nd experience described in�10 CMR 15.017. 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(n w N NEW PVC FASCIA,FRIEZE. .3:LL1- 6 SOFFIT BOARDS LLJ co F=- � omQ ® ® ® B°O WEATHER SIDING U a NEW PVC 1 z 4 TRIM P.T.4 z 4 POSTS W/PVC W/2"SILL CASING 8 7•HIGH BASE NEW PVC 1 x 8 CORPERBOARDB U I 1 1 RIGHT ELEVATION NAILING SCHEDULE 110 MPH EXPOSURE B WIND ZONE O JOINT DESCRIPTION NO. OF COMMON NAILS NO. OF BOX NAILS NAIL SPACING ROOF FRAMING: vJ BLOCKING TO RAFTER(TOE NAILED) 2-8d 2-10d EACH END O Z RIM BOARD TO RAFTER(END NAILED) 2-16 d 3-16d EACH END Z WALL FRAMING: (9 W Q TOP PLATES AT INTERSECTIONS(FACE NAILED) 4-16d 5-16d AT JOINTS STUD TO STUD(FACE NAILED) 2-16 d 2-16d 24"o.c. z HEADER TO HEADER(FACE NAILED) 16d 16d 16"o.c.ALONG EDGES •i FLOOR FRAMING: W Q w JOIST TO SILL,TOP PLATE OR GIRDER(TOE NAILED) 4-5d 4-10d PER JOIST BLOCKING TO JOISTS(TOE NAILED) 2-8d 2-10d EACH END BLOCKING TO SILL OR TOP PLATE(TOE NAILED) 3.16d 4-16d EACH BLOCK C) V I Z LEDGER STRIP TO BEAM OR GIRDER(FACE NAILED) 3.16d 4-16d EACH JOIST ® W .. 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LLC ►� D u® 43 BREWSTER ROAD o "' m WEINSTEIN RESIDENCE MASHPEE ,AAA. 02649 PH. (soa)27a-1,r� CID 0 127 FIFTH AVENUE HYANNISPORT, MA 2V it 14'4r --- ® L a 1 �a 00 I TT �D ,n N Ld z g: �m N G 7D r N r rA p $ r-4 1rz• rnW 2V4r 14'W c T O W 9 a= Ag m 5 Z Z \> Z — �N �N8 -Z. c C NT. r��/ y NJ cm ~ m ms M i z 0 A� rm O " H Z N N mT m'' AW m m C 8F ; mg `44 r O y Ap m0 U/ miny r Siy m 3" r,xL � A 7 � N yqm '" aN Z P�� H ON' A D NEW REMODELING FOR; 8Q� COTUIT BAY DESIGN, LLC D N m n � 43 BREWSTER ROAD o .. m WEINSTEIN RESIDENCE MASHPEE ,MA. 02649 PH. (508)274-1166 to 0127 FIFTH AVENUE HYANNISPORT, MA S'•0' 2G40' 14'W 2.2 t 8 BEAM N x \ I Dog; m m Asa4 m 4 m;m to 1 2><10 RIDGE H D z `zxA Z Qm W N v zz T QDDVZ GGOII D<DC CD'� O � rr m�>mm� .. I � N o ;u rto yo O - I < �$ 0 ,Z1 �� 2-2tt89EAM rya Dy0 D A m y m ��T� 0�1 T —1 = , 1 CJ1 � In o'Z A- 44' a cm n y � ( � n �Gt �0V11 -�m Ig Tz Z-n z N Om w � 00 > �T Dew zz A mm �s D ON I c� 1m ➢ % Z mD T o L� Z r u, I Z Q m� N Xs § �1 m I 0 n nr O I O _ _ _ _ NEW 2.1 3f4'x 9 1/T'LVl RIDGEBEAN 4 m I o� y z0 � O c_ ogA Z i. 29-ir 14W T-4 1R' a� $m yT 4'-(r . T S2 Cc>)Dw X; � ng m o4 Z aN _ z 9 O s v x g z Rm m $ �_ �� m v Oy � m ma v1�� �y^ 8 N Dm : x �DDx;I o aa, .c•. � t Q8 1 to "9 g * E.g iRDD m q D}p Y R� mz� CT8 ¢OvN_m�vo M *lc G Ag � �0 Rmmp14 g=m r $L=z cN� ZO�o nO mAa=csA=pgyAn O z mOmS GD O m m Z m m -4 pp TS zh Om z Z fA m S 0' N /Z m N Vi m D 6 o ® A NEW REMODELING FOR; COTUIT BAY DESIGN, LLC DF3 - D 43 BREWSTER ROAD o m m WEINSTEIN RESIDENCE MASHPEE ,MA. 02649 PH. c5oa�274-1166 127 FIFTH AVENUE HYANNISPORT MA CONSTRUCTION NOTES , , HYANNIS, MA TOP OF FOUNDATION MINIMUM 20" DIAMETER COVERS way cV 1.) ALL WORK SHALL CONFORM TO THE STATE ENVIRONMENTAL CODE, TITLE 5 (310 CMR 15.000): EL=47.5± RAISED TO WITHIN 6" OF FINISH P'ne ^ 5• o STANDARD REQUIREMENTS FOR THE SITING, CONSTRUCTION, INSPECTION, UPGRADE, AND GRADE (OR AS NOTED) o o- o EXPANSION OF ON-SITE SEWAGE TREATMENT AND DISPOSAL SYSTEMS AND FOR THE TRANSPORT EL=44.6± x' AND DISPOSAL OF SEPTAGE, AND THE LOCAL BOARD OF HEALTH REGULATIONS. co EL=45.0_+ / / / 2.) ANY SEPTIC SYSTEM COMPONENT INSTALLED IN A LOCATION WHERE THERE IS POTENTIAL FOR VEHICLES OR HEAVY EQUIPMENT TO PASS OVER IT SHALL BE DESIGNED TO WITHSTAND AN H-20 \��\� \��\� x ➢ co LOADING. IF UNDER AN IMPERVIOUS SURFACE, SYSTEM SHALL BE VENTED TO THE ATMOSPHERE. 5 V CD/�` o < g G �* Street 3.) TO MINIMIZE UNEVEN SETTLING, SEPTIC TANKS AND D-BOX SHALL BE INSTALLED ON A STABLE - GEOTEXTILE FofeSt LOCUS MECHANICALLY-COMPACTED BASE ON SIX INCHES OF CRUSHED STONE. 43.1± 41.6± FABRIC 4.) COVERS OVER THE INLET AND OUTLET TEES OF THE SEPTIC TANK, THE DISTRIBUTION BOX, AND 44.5± THE SOIL ABSORPTION SYSTEM SHALL BE RAISED TO WITHIN 6" OF FINAL GRADE. LEACHING Existing �,� j on Street FIELDS, TRENCHES, AND OTHER SOIL ABSORPTION SYSTEMS WITHOUT ACCESS MANHOLES SHALL Oce HAVE AT LEAST ONE (1) INSPECTION PORT CONSISTING OF PERFORATED 4" PVC PIPE PLACED J421 . 0 , t VERTICALLY TO THE BOTTOM OF THE SOIL ABSORPTION SYSTEM WITH A CAP, TIED WITH MAGNETIC 43.5± 41.47 F 41.3 MARKING TAPE, ACCESSIBLE TO WITHIN 3" OF FINAL GRADE. Proposed o _ 41.75 3/4" to SITE LOCUS N 41.1 (V 1-1/2" STONE NOT TO SCALE 5.) PIPING SHALL CONSIST OF 4" SCHEDULE 40 PVC OR EQUIVALENT. PIPE SHALL BE LAID ON A00 DB-3 (Double wash) MINIMUM CONTINUOUS GRADE OF NOT LESS THAN 2% FROM THE BUILDING TO THE SEPTIC TANK, GAS BAFFLE H-20 Rated AND NOT LESS THAN 1% OTHERWISE. THREE (3) 500 GALLON PRECAST 6.) DISTRIBUTION LINES FOR THE SOIL ABSORPTION SYSTEM SHALL BE 4" DIAMETER SCHEDULE 40 D- BOX 39.1 CONCRETE LEACH CHAMBERS WITH 4' OF PVC (OR EQUIVALENT) LAID AT 0.005 FT/FT. UNLESS OTHERWISE NOTED. LINES SHALL BE CAPPED ----g'± --� 1011 STONE ON ENDS AND 2' ON SIDES AT END OR AS NOTED. 11'± and 40' Longest Runt 5 1' 7.) LINES FROM THE DISTRIBUTION BOX TO BE LEVEL FOR THE FIRST TWO (2) FEET BEFORE 1 ,500 GALLON LEACH CHAMBERS PITCHING TO THE SOIL ABSORPTION SYSTEM. DISTRIBUTION BOX SHALL BE WATER TESTED TO SEPTIC TANK (END VIEW) ASSURE EVEN DISTRIBUTION. FLOW PROFILE 8.) GROUT TO BE USED AT ALL POINTS WHERE PIPES ENTER OR LEAVE ALL CONCRETE STRUCTURES IN ORDER TO PROVIDE A WATERTIGHT SEAL. NOT TO SCALE EL=34.0 Bottom Test Hole 9.) HEAVY EQUIPMENT SHALL NOT BE ALLOWED TO OPERATE OVER THE LIMITS OF THE SEWAGE DISPOSAL FIELD DURING THE COURSE OF CONSTRUCTION OF THE SYSTEM. 10.) IN ACCORDANCE WITH 310 CMR 15.221, ALL SYSTEM COMPONENTS SHALL BE MARKED WITH 1.) Assessor's Map 245 Parcel 90 MAGNETIC MARKING TAPE, 2.) Book 4926 Page 98 11.) THERE ARE NO KNOWN WELLS WITHIN 150' OF THE PROPOSED SOIL ABSORPTION SYSTEM. 3.) L.C. Plan 11380-B (Sht 5) 12.) FROM THE DATE OF THE INSTALLATION OF THE SOIL ABSORPTION SYSTEM UNTIL RECEIPT OF 4.) This property is not in a Groundwater THE CERTIFICATE OF COMPLIANCE, THE PERIMETER SHALL BE STAKED AND FLAGGED TO PREVENT Protection District USE OF THE AREA THAT MAY CAUSE DAMAGE TO THE SYSTEM. 5.) This property is not in Flood Zone 13.) THE DESIGNER WILL NOT BE RESPONSIBLE FOR THE SYSTEM AS DESIGNED UNLESS CONSTRUCTED AS SHOWN ON PLAN. ANY CHANGES SHALL BE APPROVED IN WRITING BY THE DESIGNER. SYSTEM DESIGN CALCULATIONS 14.) THE BOARD OF HEALTH REQUIRES INSPECTION OF ALL CONSTRUCTION BY AN AGENT OF THE BOARD OF HEALTH AND THE DESIGNER. THE DESIGNER SHALL CERTIFY IN WRITING THAT THE SEWAGE DISPOSAL SYSTEM WAS INSTALLED IN ACCORDANCE WITH THE TERMS OF THE PERMIT SEWAGE DESIGN FLOW REQUIRED: 3 BEDROOM DWELLING AND THE APPROVED PLANS. 48 HOURS ADVANCE NOTICE IS REQUESTED. Mop 245 110 GPD / BEDROOM = 330 GPD REQUIRED 15.) LOCATION OF UTILITIES IS APPROXIMATE AND CONTRACTOR SHALL BE RESPONSIBLE FOR Mop 245 Parcel 91 SEWAGE DESIGN FLOW PROVIDED: THREE (3) 500 GALLON LEACH CHAMBERS DETERMINING THE LOCATION OF ALL UNDERGROUND AND OVERHEAD UTILITIES PRIOR TO Parcel 88 WITH 4' STONE ON THE ENDS AND 2' STONE ON THE SIDES COMMENCEMENT OF ANY WORK. THIS INCLUDES, BUT IS NOT LIMITED TO, REQUESTS TO DIGSAFE, ANY PRIVATE UTILITY COMPANIES, AND THE LOCAL WATER DEPARTMENT. Vt = [(33.5 x 8.83) + 2(33.5 + 8.83) (2) x .74 = 344 GPD PROVIDED 16.) CONTRACTOR SHALL VERIFY THAT ALL WASTELINES ARE CONNECTED BY WATER TESTING 344 GPD PROVIDED > 330 GPD REQUIRED WITHIN THE DWELLING PRIOR TO INSTALLATION OF ANY SEPTIC COMPONENTS. 04 100.00' 17.) CONTRACTOR SHALL VERIFY EXISTING INVERT ELEVATIONS PRIOR TO INSTALLATION OF ANY See Note / G 46 SEPTIC TANK CAPACITY REQUIRED: 330 GPD X 200 SEPTIC SYSTEM COMPONENTS. (43.8) N19 t G � o SEPTIC TANK CAPACITY PROVIDED: 1,500 GALLON SEPTIC TANK 18.) TEST HOLES COMPLETED PER STATE ENVIRONMENTAL CODE, TITLE 5. SOILS CAN BE ( 1--I(44 r"--I / i 7 I W -, A GARBAGE DISPOSAL IS NOT PERMITTED WITH THIS DESIGN FLOW VARIABLE AND TEST HOLE DATA IS NO GUARANTEE OF SOIL CONDITIONS IN OTHER AREAS. IF (-T--- ') I > SOILS DIFFER FROM THOSE SHOWN IN THE SOILS LOGS, DESIGN ENGINEER IS TO INSPECT THE { { Existing Outlet l o� (47134) Q -0 SOILS PRIOR TO PROCEEDING WITH INSTALLATION OF ANY SEPTIC COMPONENTS. (435)1 1 Deck to be relocated o I Q House #127 (43.3) Qa .7 _ _ 3 Bedroom to 't- 19.) EXISTING SEPTIC COMPONENTS TO BE LOCATED, PUMPED DRY, FILLED WITH CLEAN SAND AND 1 o ABANDONED IN PLACE OR REMOVED AS REQUIRED. AREA TO BE COMPACTED TO MINIMIZE SETTLING. Map 245 o tti TOF = 47.5 ?t / 48 d Parcel 89 0 crawl Space I 33.5' 00 Proposed outlet { O O elevotwa 43.5 ' (4z1) w�--w� 4'� 8.5' 8.5' 8.5, 4. I _ 44 Test 0 % 1 Lot 366 '& 368 I P r�( l�U L N Pit SAS `0 /_ ( 15,000±" SF i P c N --- -�, _ 23.5 Grovel- '1` See Note R Parking = 15.p6, � 0M0 t'? u I I 81.. '1 ao 85.0' I ti I It I ' (4a.5) I _ (49.2) C N (44,7) (47.85) (44.7) T'a, EL - 50.0 Forest Street Top Bound Floor Plan 40' Public Way D-Box TEST HOLE LOGS Test Hole #1 (EL=44.0t) ,,: Z Depth Elev. Layer Soil Class Soil Color Comments Fomily Room y m O"-9" Bedroom 43.2 A Sandy Loamy 10YR 3/2 `t to N1 No,- Dining ¢ 9"-36" 41.0 B Sandy Loamy 1OYR 5/6 ' 30"-120" 34.0 C Medium 2.5Y 7/3 Trace of I ,� �1�1 Note: Fine Sond Silt This plan is only valid for current regulations and may Both � not be suitable for future regulation changes that may occur, DATE OF TESTING: 10/04/18 SOIL EVALUATOR: SCOTT MCGANN BOARD OF HEALTH AGENT: A DESMARAIS Bedroom Proposed Sewage Disposal System PERCOLATION RATE: LESSS THAN 2 MIN/INCH (C Layer) Kitchen Bedroom NZ NO GROUNDWATER ENCOUNTERED #3 127 Fifth Avenue Hyannis, MA I CERTIFY THAT I AM CURRENTLY APPROVED BY THE DEPARTMEl., PURSUANTNT OF TO 310 CMR 5.0 7 ENVIRONMENTAL CONDUCT PROTECTION SOIL Prepared for: Prepared by: EVALUATIONS AND THAT THE SOIL ANALYSIS HAS BEEN All Cape Septic LLC Estate of Elber PERFORMED BY ME CONSISTENT WITH THE REQUIRED GRAPHIC SCALE Y P p TRAINING, EXPERTISE, AND EXPERIENCE DESCRIBED IN 618 Route 28 310 CMR 15.017. I FU ER CERTIFY THAT THE 30 o t5 30 60 t50 106 Waterside Drive RESULTS OF MY IL E L ATION AS INDICATED ON West Yarmouth, MA 02673 THE ATTACHED S01 EV TI N FORM, ARE ACCURATE Centerville, MA AND I"CORDA E 3 0 CMR 15.100 THROUGH a (508) 771-4200 15.107 - allcapeseptic@gmail.com ( IN FEET ) Scott McGann, Certi I Soil Evaluator 1 inch = 30 ft. Dote: 10/14/18 Sheet 1 of 1 By. MA Check: SM Project No. AC-148