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HomeMy WebLinkAbout0104 TRACEY ROAD - Health 1.O 4,Tracey Road cotuit.. ; \\ ,= 004004013 4 i It 7; 4 i r I i own at parrs I a"It; Reguiat6ry Services Thomas F.Geiter,Director NAM Public Health Division �e Thomas McKean;Director 200 Main Street,Hyannis,MA 02601 M. 508-862-4644 Fax: 508-790-6304 Installer&Designer Certification Form Date: Designer: C-' I �C Installer: Address: Address: On 3 k 5- — J W z-c, — was issued a permit to install,a (date) (installer) septic system at 16 LY �� t-{-'1 �%L'`� i� -based on a design drawn by (address) dated / (designer) T 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 distribution box and/or septic tank. 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. %AA OF Ss� o`er MICHAEL J. BORSEW c a CIVIL (Installer's Si ture) .o . No 35054 90 �ti►S7E�4��� (Desi r s Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTW THIS FORM AND AS- BUILT,CARD ARE RECEIVED BY THE BARNSTABLE MLIC HEALTH DIVISION. THANK'YOU. Q:Health/Septic/Dmper Certification Form TOWN OF BA.RNSTABLE LOCATION 1011 e5QSE SEWAGE # oar VILLAGE C04-0 ASSESSOR'S MAP & LOT 60 � INSTALLER'S NAME&PHONE NO. 7WSO-v'. SEPTIC TANK CAPACITY 115ao LEACHING FACILITY: (type) Li FPS size) NO. OF BEDROOMS 5 BUILDER OR OWNER" .2f PERMIT DATE: %(13105 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 Feet on site or within 200 feet of leaching facility) Edge of Wetland and Leaching Facility (If any wetlands exist within 300 B et of leaching facility) Feet Furnished by Y 'Y) f n r C �±•� I �a �: .s cal `'! --� . � + �_ �. No. Fee ' i THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: �C Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS ' Z(Pprfration for 'gpozar *pgtem Cougtruction Permit Application for a Permit to Construct( , )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No. /�� ��� ;` �j Owner's Name,Address and Tel.No.- � � Assessor's Map/Parcel 00`J 0®// /_ PIT Ob J®i t f1 �/ f Installer's Name,Address,and Tel.No.Z7«> Designer's Name,Address and Tel.No. 91*t/ li�w F, "a ,~11 -7'7V- P96---f7? 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 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 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 ued by t s d of alth. Ia Sigt►ed Date r Application Approved by 1 Date Application Disapproved for the following reas Permit No. s Date Issued - _ No. � � �,�'1 �` -� Fee ' THE'COMMONWEALTH OFMASSACHUSETTS Entered in computer: Ye_ PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS if#privation for igpogar *pgtem Construction 3permtt Application for a Permit to Construct )Repair( )Upgrade( )Abandon( ) O Complete System ❑Individual Components Location Address or Lot No.��� �L, /y��Lp Owner's Name,Address and Tell..No. Assessor's Map/Parcel / 1-0d4'/ - 04 r Installer's Name,Address,and Tel:,No.Z 7 r W17 f?i&f Designer's Name,Address and Tel.No. 1 Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder Other';,,, Type of Buildifig.;��'_'4/mj No.of Persons Showers�Pj Cafeteria( ) ,. Other Fixtures v Design Flow gallons per day Calculated daily flovv`- 1 gallons. ` Plan Date Number of sheets Revision Date- Title Size of Septic Tank Type of S.A.S. _--- Description of Soil Nature of Repairs or Alterations(Answer when applicable) 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 Certifi- NA a cate of Compliance has been issued by di"-B-oard of Talth. Signe -- fJ Date Application Approved by f: ► �rl r Date Application Disapproved for the following reasc(h�7 rl 1 Permit No. Y Date Issued { THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate',of Comphauce �y THIS IS TO CERTIFY, that the On-site'Sewage Disposal System Constructed( )Repaired ( )Upgraded( ) Abandoned( )by -T/, so-,, R -ecru Z4 at Tr r c 1.r has been constructed in ac ordance with the provisions of Title 5 and the for Disposal System Construction Permit No. � dated `� //C 7.5 ,v v Installer I a�,, -A vv z-- `�Designer �. i 1� ,4 L_ �rf'i The issuance of this permit s all not.:be construed as a guarantee that the sys eem wv�asudesigned -- Date (j Inspector ' -. --- ----.-- ----------------- _ No. Fee ..� THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS Migpogat pgtem Cougtruction J)ermit Permission is hereby'grantepd to Constr�uiict( pair i. )Upgrade( 3 Abandon( �� System located at S�a A � V �'1�� 0:1: �) 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:Construct4 must be�cpleted within three years of the date of this e%it. Date: / Approved by t 1009 Town of B i rnstable Department of Re atorY Services sm Public i3eaifh Division Date I U + " $ 200 Main Street.Hyannis MA 02601 I. Date Scheduled . Time Fee Pd. Soil Suitability Assessment for Sewage Disposal ' Witnessed By: Performed By: i LOCATI N & GE,NERAL INFORMATION Location Address ��� 2—c '' Owner's Name C1 Address 426 Boxford Rd . Bradford; MA 01835 Engineer's Name Michael .B o r s e l l i , P. E. Assessor's Map/P4rcel: 6 y --�'X)�� Falmouth Engineering, I n c NEWCONS1RUt�flON REPAIR I Telephone# 508-495-1225 None Residential Slopes(`Yo) 0-10 Surface Stones Land Use 10 0 ft Drinking Water Well N Aft Distances from: Open Water Body 10 0 ft Possible Wet Area ; Drainage Way_ N/A ' -ft. Property Line —ft Other, t,exact locations of test holes&perc tests locate wetlands in proximity to holes) SKETCH:($treet name,dimensiods'of lo Refer to plan j j i s ; i I ! > 50 � Parent material(gecilogic) sand Depth to Bedrock None Weeping from Pit Face No ° . Depth to Groundwakde Standing Water in Hole:' ' � , Estimated Seasonal 1igh Groundwater 15 , LL- TERMIN TION FOR SEASOIvAL HIGHWATER T"LR D Method Used: N/A In. T— 1°, Depth to salt mottles; � Depth CI•bperved standing in obs.hole: I in, Oroundwater Adjustment Depth tojweeping from side of obs.hole r A factoe,�,._�— A�,Od nundwflter Level— Depth Well# Reading Date index Well level — 3r+ 12 : 15 p.m. PERCOLATION TEST Observation 2 I Time at ---- Hole# ' Time at G' Depth of Perc 12 : 15 Time V1.6") starci�e" T1i°B0 _ * We poured 24 gallons of waterer' End Pre-soak * in! hole in. less than 10 2 , inihutes . Rate MinJlnch X Site Failed; Additional Testing Needed(YIN) — Site Suitability Asscosment: Site Passed + Original .Public Health Division Observation Sole Data TO Be Completed Ori Back ***IfP ercolafii0n testis to be conducted within 100' of wetland,be u> g Inust first notify the Barnstable Noservation Division at least one(1)week prior to g R DEEP OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsis enc % ravel) 0"-30" O/E Fill 30"-48" A Loamy sand 10YR 4/2 8"-5 4" B inyp 9/6 54"-120" DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%G 0"-12" O/E 12"-30" B oamy sand 10YR 30"-120" C oarse sand 2 . 5Y 7/4 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%G ve DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. n i ten F Flood Insurance Rate Man: Above 500 year flood boundary No X Yes Within 500 year boundary No X Yes Y Within 100 year flood boundary No_X Yes Depth of Naturallv Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist.in all areas observed throughout the area proposed for the soil absorption system? Y A- If not,what is the depth of naturally occurring pervious material? Certification I certify that on Ap r i 1 , 19 9 5(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,a ertise and experience described in 3:1.0 CMR 15.017. Signature Date 12_4�0 5 Michael J. Borselli , P. E. QNSEP 10PERCFORM.DOC J �;d � i;;k;)�.t fir h�Na •(' ,5y��.:..y - �,, '..n rye• :� TT Ytr,•,I r 'Y�:Y Town of Barnstable PO—JLO Department of Regulatory Services Public Health Division Date 200 Main Street,Hyannis MA 02601 Time Fee Pd. Date Scheduled L= _________ � t�0 i Foil Suitability Assessment for Sewage Disposal Performed By. Witnessed By: LOCATI N& GENERAL INFORMATION Owner's Name Location Address'/®z// t2c0ow Address 426 Boxford Rd . 7 ! Bradford, MA 01835 Assessor's Map/P$rce1: O tie f Engineer's Name Michael 3 o r s e 11 i , P.E. Falmouth Engineering, Inc NEW CONSTRU010N �' REPAIR Telephone# 508-495-1.225 None Residential Slopes( -10 Surface Stones Land Use 10 0 ft Possible Wet Area 1 ft Drinking Water Well �T A ft Distances from: ()pen Water--------- Body�— Drainage Way N/A ft. Property Line 10 ft Other ft tests,locate wetlands in proximity to holes) t holes& p y ,S'KETC$;(gtreet name,dimensions of lot,exact locations of tes t� . Refer to plan i i • � 4 s i . i i Parent material(gecilogic) sand i Depth to Bedrock 5 O I No ' Depth to Groundwater. Standing Water in Hole: None _ i Weeping from Pit Pace Estimated Seasonal Nigh Groundwater . 15 , DI�TERI�N TION FOR SEASONAL kIIGH WATI';It TABLE N/A In. Method Used: In, Depth to soli tnottlrs: Depth dbperved standing in Ohs.hole: + in. Oroundwatxr Adjustment 0- Depth toweeping from side of obs.hole _ A factor q�,QpaupAwgtep l.eVel.,,� Index Well# Reading Date: index Well level - i PERCOLATION TEST Date 1?15 p.m. Observation 2 ( Time at V Hole# - Time at 6" -- Depth of Pere 12 : 15 I Time WWI -- ---- start Pre-soak Time.@ * We' poured 24 gallons of water End Pre-soak in! hole in. less, than 10 C 2 , irli�utes . Rite Min.Mch sment Site Passed X Site Failed Additional Testing Needed(YIN)" .Site Suitability Asses; ^ . - original;-_Public Health Division Observation Hole Data To Be Completed on Back ---- ***If percolajiOn test is to be conducted within 100' of wetland,you must first notify the Barnstable C4#servation Division at least one(1)week prior to beginning. :4 .f% •` DEEP OBSERVATION HOLE LOG Hole# 1 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistenc %Gravel) 0"-30" O/E Fill 30"-48" Ap Loamy sand 10YR 4/2 8"-5 4" B 54"-120" DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface in. (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Gravel) 0"-12" O/E 12"-30" B oamy sand 10YR 30"-120" C oarse sand 2 . 5Y 7/4 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Oravel DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Flood Insurance Rate May: Above 500 year flood boundary No X Yes Within 500 year boundary No X Yes Within 100 year flood boundary No X Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist.in all areas observed throughout the area proposed for the soil absorption system? vA s _— If not,what is the depth of naturally occurring pervious material? �. Certifiicadon I certify that on Ap'i,1 19 9 5(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,a ertise and experience described in 3.10 CMR 15.017.. Signature Date 5 7 4 40 5 Michael J. Borselli , P. E. Q:SEPTI(.1PERCF011M.130C L 24-0' rio v2• Is-0• 9'-6' 64 V4' 2'3 V2' ICi' 7-5 V1' x uD _ Y OWLT-IN p4 MLT-IN N n k _ D n D — a, r A m 35 � x Q 4'4 ° A5Lo1H35q • a° rt B ASCDH-3 _ 7 X r Li" A 2-0 $ 3 t1RLT-I14 z - WA V2- u 9'-0 V7 9'4 V2' H•-0, ° (SOP I� U ___Sox T-0 !! 3'-2• 5 'sIMh5LN�B N y !% L _ x ^ V2%- HJ rn D +� N 2-DBff'L ON. A SF 7 J v a p rn x r£�IAn IN ON. � ( s 2 / 2-X d T- FFnn Leo k r4a 2 %965 if• H IQ?9 I12 3B'_o f b N-o' I r 2i 3 2q' 44 2'-0' I'-0 V2 2W VT 1,3 . 4'i 3/4• k` Z A IF_ g._T 4. Z m D 6 e M aq x I I I I i e � I I I I N e J II.II%T4 G0_ I I I 1 u r ___________ I I I I I 1 I I I w d D ___ A V r a A ° u 3 m yp� rr,r § e -0 (UUU* JF-- AS, O Ascox•33yfA F db a A ," b 3 r X°-I °"' FIRE eooEwae b 1.01- PH-0xb-H jQ$ m X r a y $ $ 2 I.91/4 V- 314• S O $ O --------' d + §I3� rnN Q C ° � � § IXA rn g• b 01 X6.2 Q ON. x o------------- % d xu ^4 Y v' s a_ 0 4-0 6'-51/2- -0 V2' IY-5 V2' 23'fi I!2' • 62 4 . i • r y- y OR PERMIT - !005 4 4 2 6 0 g s o BRANGA ESIDEN �Ty zxbit9,lOy GE `"° y1Foj the Archite rai hbrk5 104 TRAGEY RD. 9 t P a�6ctwn Act•o/ w i GOTUI T, MA. 9 �,�o�y.olterotlon, A I�C H I—TE < bprotwn o,-antra%,tlol,or C H ASSOCIATE . thex /j il P mAo9oela�e p u .Inc. Inirb,�. r ,4t. .Q error F that f.Any ��i�i l:�i�i�J�"G-�• i ° `,� e,om1991 the9e FIRST FLOOR PLAN c th al9- n i reponaes on erar.- d e s i g 1"1 C_ a� 'o,"!'T t to Inc.Prlor to tTe Tin A"OG' 6 school abresct °ImCng'ore tel-508-420-5335 ao not scab arowln 9. i cotult,tY1a 02635 Pax-508-420-5304 — —___- .----' - - r L s moos 3,38 r•r, ppP �i 1 IT-0 2-B2' 5'•10 3/4' 1 5'-10 W4' 6-1 1"T r.___________________________________________, a a A D y I� ]- 2 Mg L Y \e9 A -0' B'-0 f Y-2' d i xg 3 sum m 4-0 b -------+--- y U a-n x is r s 3 5 p 1 g ------------I # X @ r - ------------- 0 5 a I r ASL 3351 I/2, 91ALT{I% >l� 4434X4.454 - - ASGiRDN-9311(ABOVE) Z • 213/1%I_53/4 I�3 __________________+ v A J m IZ O = S b 3 ,2-I�X a F 77 � s•-10' ra• d o W116F:10 N _ EIXTl1% _ r E06E of DOF1ffR rF 01-6 In' S'-01'• ' b `� A5cD11- . y 2-0 X4 4 w x m a m 4 X 2 ex�-3 D Al r P X d N , w, r ----------------- ----------------------- o r a � x , 1 3 y d - J T @54 •i !t OF WDGE 2-5 -X 5 4 ------------------- A a �o - 12'-0' 12'C 24'-W 155UED FOR PERMIT MAA 13,2005 �a-r A»xigtee,lrc. g s & s a BRANGA REST DENGE S khe ArchltecWral Mbrkg ARCH I-TECH ASSOCIATES 104 TRAGEY RD., GOTUIT, MA. egnt rtDeection Act or .• 19 Any copy,olteroklon, D prod:clwn or 0btr7Xrlbn of 0 1 � { ItkCn c°ngent of Mchl-Tech u r�I d e s I g ri, i r-i c_ A 6 --tq F'th.t a t. \VN' K, u errOrg,p jl ,o _dlg- Cgpancla5 on th° draH- s, h°1I b°vo„ t to the 6 school sbreeb SEGOND FLOOR PLAN ag nt on of A cm-T h A'—' ., bal-508-420-5335 1x.prior to x iming York. cotult,ma 02635 olmeroloro°re�o Ix°gea, fax-508-420-52504 ao noc gcole ara.+In g I FINISH GRADE SHALL BE 2X YIN/MUM OkER ALL SER17C SYSTEM COMPONENTS USE 4 D/A. SCHEDULE 40 PI/C OR CAST IRON P/PE 20' M/NINa& SETBACK FROM EDGE OF STONE TO CELLAR !-PALL 10' M/N/MUM SETBACK REMOVABLE COVERS SET TO WITHIN - 12 OF FINISH GRADE (TOTAL OF 3) a , SOIL -TEST ' S .02 3' MAX. ' = Date of soil test: MAY 23, 2005 ' /N!/ERT ELEI! = 21.00 2"LAYER. OF 1/8" TO 1/2" Test taken by: MICHAEL BORSELLI GYASHEO STONE Results witnessed by: BARNSTABLE HEALTH INSPECTOR � �`� � t, rJ00 GALLON SET FIRST SLOPE IiAR/ES Percolation rate: < 2 MIN./IN. O SEPTIC TANK 2' LEVEL S .Ol YIN. - Ground water NOT ENCOUNTERED a. O cV ®®®® O tgo vg� &Ctl (H-20 LOADING)TOWN OF BARNSTABLE P# 11019h ® D/ST BOX . = 19.00 (1-1--20 L OKOINO) . W V � SET SEPTIC TA/1/K AND D/STR/BUT1-0N BOX I II h INSTALL 3/4" TO 1 1/2" , ON 6 LAYER OF CRUSHED STONE W W DASHED, CRUSHED STONE ALL 6.t W AROUND CHAMBERS AND DOl�V TO THE BOTTOM OF THE CHAMBER SYSTEM. REFER TO LAYOUT OF TEST HOLE 1 2 SYSTEM FOR MORE DETAILS TEST HOLE # # PROFILE (Borrow OF TEST HOLE) o" o» NOT TO SCALE 0/E 12" 0/E 30" FILL LOAMY SAND J - REMOVABLE 24" 91A. COVERS REMOI1ABLE 24" D/A. COINER A 30" 10YR5 � 4 ►, LOAMY SAND 4AND , .. — _ TEE OPEN AT TOP SET J" MIN. FROM TANK COVER 4" „ LOAMY SAND INLET IrNOCKOUT X 2 - OUTLETS 54 10 YR 5 6 t/ U�D tEVLz OUTLET KNOCKDU 1 3 4 / " ° INLET TEE SET OUTLET TEE SET C C 10" MIN. BEL OW 14 BEL OW L/0U1D LEVEL L/QU/D LEVEL - O 4 OUTLET -- _ INLET COARSE SAND COARSE SAND ,. i o INLET TYPICAL OF 5 - 2.5 Y 7/4 2.5 Y 7/4 GAS BAF E I N f N 4j �0 6„ 899 4„ � 2 OUTLETS . . 24" - 120" 120" d 24" , . . A .. ,. • , . .. .f PLAN VIEW CROSS—SECTION c c x >Oy - D" - .5 2u 11, _ 0" 6' - 2" DB-5 DISTRIBUTION BOX CH—t20, LOADING. NOT TO SCALE 1500 GALLON SEPTIC TANK (H- 20 LOADING NOT TO SCALE 4" PVC VENT PIPE SCREEN M31 IN. CON STRU C1'I ON NOTES: FINISHED GRADE 1. /NSTALLAT70N OF 711E PROPOSED SEPTIC SYSTEM SHALL BE IN ACCORDANCE tll7H P7 4C 5 AND THE BDARP OF HEAL 7H REGULATIONS. 8' - 3 1/2" 2. A COPY OF THE PLANS SHALL BE AVAILABLE' ON SITE FOR REFERENCE AT ALL TIMES PITCH DURING THE/NSTALLA77ON OF THE SEPTIC 5YS7Fitf 6„ 4" PVC VENT PIPE 9 NO CHANGES TO THE DES/GN SHALL BE PERFORMED W711OZIT THE APPROVAL OF 807E ® ® ® ® O ® ® ® ® FALMOU7H ENGINEERING, INC. AND THE BOARD OF HEAL Th! VENT PIPE DETAIL ® ® ® ® ® ® ® ® ® ® F�l ® 34" 4 THE SEPTIC SYSTEM-' /S SUB✓ECT TO INSPECTION BY FALMDUTH ENGINEERING, INC NOT TO SCALE 24" ANOTHEBOARDO/-IVEAL7N. 5. THE CONTRACTOR SHALL N0771-Y F,4LM0UIH ENGINEERING, INC. AND Wf-BOARD OF HEAL 72V TO INSPECT THE SE0770 SYSIFM PRIOR TO BACKF/LL. IN SOME INSTANCES, MORE THAN ONE INSPE077ON MAY BE NEEDED. THE CONTRACTOR SHALL ONL Y BACKF/LL 71-IE POR77ONS OF 7HE 8' 6» SY57EM TEAT HA kf'BEEN /NSPEC7F0 AND APPROW20 BY FALMOUTH ENGINEERING, INC. AND THE BOARD OF CROSS—SECTION 6. IF THE CONI WC70 ENCDUN7FRS AND VARIATIONS /N S/TE CDND/TIONS SUCH AS D/PEER/NG 8' - 6" SD/LS, TOPOGRAPHY, oF71ANOS oR OTHER CDNDIl70NS THAT MAY REPO/RE RE-EVALUAT/ON OF THE DES/GN, THE 06W7RACTOR SHALL IMMED/A7FL Y CONTACT FAL1W01_17H ENGINEERING, INC. , a BASIS FOR DESIGN: e ° TOTAL OAIZ Y FL 001 IS BASED ON 5 BEDROOMS, NO GARBAGE DISPOSAL 5" KNOCKOUT 21 DIAMETER COVER 5/23/05 ADD SOIL EVALUATION AND PERCOLATION TEST RESULTS. I TOTAL DA/L Y FZ ow = 110 GPD/BEDROOM X 5 BEDROOMS =_ 550 GPD �. DATE REVISION ! BOTTON AREA PROPOSED _ 597.6 SF o SEPTIC SYSTEM DETAILS S/DE AREA PROPOSED = 219.2 S.F. I 5" KNOCKOUT 5" KNOCKOUT PREPARED FOR i rorAL LEACHING AREA PROPOSED = 756a sF a THOMAS & GERALDINE BRANCA f a IN APPL/CA77ON RATE = 0.74 GPD/S.F. COTU I T MA *.ate PLAN DATE: OCTOBER 13, 2004 PLAN SCALE: AS SHOWN DESIGN LEACH/NG CAPACITY = 550 GPD > 550 GPD 5" KNOCKOUT G H E s gVIL ENGINEERING O T 7 WETLANDS PERMITTING U ci BO E WASTEWATER DESIGN COASTAL ENGINEERING PLAN VIEW 0.3 \��,`� ► TITLE 5 PLOT PLANS PIERS AND DOHS ISS 500 GALLON LEACHING CHAMBER ( H-20 LOADINGS LAND USE PLANNING GINEERI SCALE: 1 ' = 2 Serving Cope Cod am"Southeastern A/aisetts I E 101 TOWN HALL SQUARE - FALMOUTH, MA 02540 - 508.495.1225 - 508.495.3229 fax PROJECT NUMBER: 03189 CAD FILE NAME: 03189PP DRAWN BY: L.M.,D.H.M. SHEET 2 OF 2 QUINA ISSET SCH L ST. jOTUIT PROJECT LOCATION f/ err r ���6oO /souTH ( uG ' I MASH PEE \.\• LOCUS SCALE: 1"=2000't CB/DH FOUND 6.9 BENCHMARK: TOP OFF P�LOT 14 -� HYDRANT 374 O EL 29.03 i EXISTING 24.7 i CB/DH 1.7- DECK BUILDING �.� FOUNI) 26.4 24.6 23.3 i 4.9 25.2 / X 2•7) C ry N 5. N 23.5 j 25.8 6 X �� Sg3. ' 24. 25.0 � 0 I / co 1 I �X 3p'O N p 7.4 S396 �H� '30"W i 26.0 F£N ' CATCH 50.00' i I `I° Cf °N BASIN / 1 , 4 �,T084 T B3 CB/DH 0 23.8 tJ� 25.1 17.6 O 3871or ' S TBAGKS� / 2.9 1.7 J \ l 1,' X 25.2 25�. ` o' MAN• TP °F � 3�Mw / / O �/ ' 22.1 X A( 31'3 SM10i / �10. 6 1 \ ;o 24.6i D \ �� yy z 24 8'/ / V/ / V/ YL��J�/ ', /���� // 9k3 TOBB2 � 14. / tT083 o I Q �, 4�5 .'9 4.9 II =II, �/ / / 1s 1 �, 50 CB/DH BAY / / / ' I I R� _4R OUND i SALT MARSH // Q I \\ X 23.7 p �', TV SALT �. N 24.P ON TOBB1 _ I N ' X 22.9 Z 7° \ �� LEc Cr 30 ZI Ili / Q : / �1 ` O L. -I LAA1D UNOER K'A7 'R / LAND SUB CT TO " M ".`a'° .. - x�L1.7 �, \ ,w 24.5 m I 12.0 16.0 ul, III ,/ / / r :.='i \ ;20. �. m -'. 2 ^a �� z / / COWSiAL STa9v I 22.7 \ �� ,p 20 4 / AZ AN $$ AI x 1 , > .i o Q t. .. t 7ir 0 13.4 / FLOOD HAZARD ZONE A13 EL 12 1.6 � 1/04/ Gr2ASTAL°BANK o X 11.3 p F 18• /i 10 3.8 II, / 1X 14 X 14.7 \ �o L L, �- - X 10.6 °TOB2 �� \ ` 25'S �� \�� / krNr,70 6)?4.OE 4� � 1500 GALL � _ i / IVi R 0 56 91 f7�K X 21.4 X 11. �0A ('f) SaIP CALLGYV H-20 CHAMBERS TRANSECT A- A , 3. M103 \ p \ i � ,�g0 #f711 �'or STGI+YE w \ d\ \ 'c• TOB1 X 1 `' 0 ALL AROUND \jLOT 13 \ \�� ©16.3 X 16.6 \ � _ SCALE: 1"=20' 45,329-±� S.F. ' 1.5 / \ X 9\ COgs \ 16.1 4.0 SM102 / S36'03' ;W X 1 S.7 X 10.1 Y m 30 17.0 0.9 SALT MARSH / J 10.9 _ 20 � 17.8 1 � 11.6 NG FLOOD HAZARD ZONE A13 EL 12) LOT 12 10 10.0 � X 12.0 3.8 � � p 4.6 11 5160g�� // 2.2 SM101 0 30 70 ` 1.6 TRANSECT B-B SCALE: 1"=20' LOT AREA: 5/23/05 ADD NEW TEST HOLE LOCATIONS, REMOVE OLD TEST HOLE LOCATIONS. 1. 29,703f S.F. TO MHW (PER LAND COURT PLAN 11260D DATED OCTOBER 10, 1972) 2. 45,329f S.F. TO MLW (PER LAND COURT PLAN 11260D DATED OCTOBER 10, 1972) 30 30 22.4 12/13/04 ADD TRANSECTS. 15.0 15.2 1 DATE REVISION 20 20 18PLOT PLAN FLOOD HAZARD ZON A13 (EL 12 PREPARED FOR GENERAL NOTES: 10 1© THOMAS & GERALDIN A E BR NCA 7.4 t, 0 IN 1. HOUSE NUMBER: 104 0 24 40 0 40 COTUIT MA 2. ASSESSOR'S NUMBER: MAP 004, PARCEL 004, LOT 13 PLAN DATE: OCTOBER 13, 2004 PLAN SCALE: 1" = 20' 3• ZONING DISTRICT: RF (AP OVERLAY) TRANSECT C C TRANSECT D D gVIL ENGINEERING � O WETLANDS PERMITTING 4. FLOOD HAZARD ZONE: A13 EL. 12 SCALE: 1"=20'0 20 4 A "_ ��Nora�:, L tI T 1 SCALE: 1 2O � � WASTEWATER DESIGN. �� � COASTAL ENGINEERING 20 0 0 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. o� 6. ELEVATIONS SHOWN ARE BASED ON NATIONAL GEODETIC VERTICAL DATUM. o ORE TITLE 5 PLOT PLANS ��` PIERS AND DOCKS CI � RI� SCALE: 1 INCH = 20 FEET 54 Q LAND USE PLANNING �GINEE COMMERCIAL/RESIDENTIAL NAl Serting Cope Cod and Sbutheostem Mas5vehasetts �SS10 •3 101 TOWN HALL SQUARE - FALMOUTH, MA - 02540 508.495.1225 - 508.495.3229 fax PROJECT NUMBER: 03189 CAD FILE NAME: 03189PP DRAWN BY: L.M.,D.H.M. SHEET 1 OF 2