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HomeMy WebLinkAbout0199 SCUDDER ROAD - Health 199 Scudder Road Osterville A= 140-007 C a n^2 a No. G�'�J� Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 0(pplitation for Disposal *pstrm Construction permit Application for a Permit to Construct(X' Repair 0�'Upgrade(X Abandon( ) Atomplete System ❑Individual Components Location Address or Lot No. /9 9 S'GU DPE4 R D Owner's�!} Name'Address.�d Tel.No. 5'�=�2$'-26 f7- 6mleV/GG6- ' A/ Gv1f1T�� Assessor's Map/Parcel /tip _ Q p '-?- t / 11 S aller's Name,Address a d Tel.NO. 7 71 q 3Qg Desig ner's Name,Address,and Tel.No. rQ nj0V7-N FA1aiiVg2V1.4V4 sod 49� l2 ZS /cb iM /I9f21EL ,8ol? Type of Building: R&5;1oei1T/&L _<1A16GE ;CA-179(L1 Dwelling No.of Bedrooms 4 -ro 6* Lot Size 1 71 sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided gpd Plan Date _57/Z 2//Z Number of sheets Z Revision Date 'Title pLoT PLAA/ FOR Allr/&> /0AWr_ GG,q- 'Size of Septic Tank /Soo Type of S.A.S. Description of Soil CDAlr41� Si�-n/1� Nature of Repairs or Alterations(Answer when applicable) t/f:cRltptE F-Y[S77N Cc onScpoo L 7`Jj 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 o place the system in operation until a Certificate of Compliance has been issued by this Board of ed Date - 2 AZ - Application Approved by Date Application Disapprove y Date for the following reasons Permit No.Z®1 Z (I y Date Issued 5 31 20 12 No. O Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in corn ter: Yes 4UBLIC HEALTH.DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS fiftpl ration for -isposal 6pstem Construction Permit } Applicaticn fora Permit to Construct( Repair(>�- Upgrade(X Abandon( )l f ompleie:System 0 Individual Components Location Ad`dress or Lot No. 9 $C U 0pLC R Owner's Name'A dress and Tel No. 0• ??'_L6 12- o5-m-RVic-46 �J"AN WWI 7-e4 i?j t Assessor's Map/Parcel I O - CUO ' r $C ,D 0&t 1 Installer's Name,Address,and Tel.No. A-7 71 9 39g Designer's Name,Address,arid,Tel.No/ CA Fsft mov rN �,uGi�vF, ei�v4 SoS�-49S- 72�S lJ tM NI k vlJ Type of Building: /ZF y;JI06A1r) l-L _<//vG L�' �i4"l?J/L� f Dwelling No.of Bedrooms ! Tp S Lot Size "7t 9��, sq.ft}. Garbage Gri°der( ) Other Type of Building No.of Persons # fSho�;,ers( ) Cafeteria( ) Other Fixtures` Design Flow(min.required) a gpd Designrflow provided.,.._____.,._J-- gpd Plan Date $��/2.. Number of sheets 2.- /r Revision'Date �!ti Title pT PIA n/ o-< Ps Wze, /'"iF�?,e c fit- rl'� S C Rt✓D/��C_ Size of,Septic Tank /$�o d f Type of- S Description of Soil ('6pcojr Nature of Repairs or Alterations(Answer when applicable) i`(;/'&A+pe EY/S77/V G C'� �P0b L Date last inspected: Agreement: tt t h'`• 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 Certificate of t Compliance has been issued by this Board of th. a ed Date 2 f/Z - s Application Approved by Date _ Application Disapprove�by Date for the following reasons Permit No.7p i 7 — r;y Date Issued ------------------------------- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( ) Upgraded(y� Abandoned( )by. (' a 5T at G v Q -77 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit N62012 -17y dated 1 Zap 1'L Installer Designer L Ul 7W h_ `l/ N #bedrooms 6- Approved design flow 5 S� gpd The issuance of this permit shall not be construed as a guarantee that the system will fu 0ion as designed. Dates /�!J r:7. Inspector - - -- --- -------- - - - ----- ---------------- No. 0 ( y -Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS -Y 33isposal 6pstem Construction Permit , Permission is hereby granted to Construct(X) Repair(�.) Upgrade Abandon( ) System located at SC U Dore ? go/�70 057'x e1//GL F 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 withinthree years of the date of this permit! Date 2 L -7 Approved by f _ i r TOWN OF BARNSTABLE LOCATION I SC_AN�,c " R-5-- SEWAGE# SIa-- iaAt VILLAGE ASSESSOR'S MAP&PARRCE�L" INSTALLER'S NAME&PHONE NO. C1�-' �9'�1 �L— '7'7 1-q3" SEPTIC TANK CAPACITY LEACHING FACILITY:(type) (size) 41-NO.OF BEDROOMS OWNERo2t+'`'� -� PERMIT DATE: -qtr 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) A=-- Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY Al z 4 JUN-15-2012 13:12 Falmouth Eng.. 508 495 3229 P.01/01 Town of Barnstable Regulatory Services Thomas F.Geiler,Director A• Public Health Division 'ap' Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office- 508-862-4644 Fax: 508-790-6304 Date: 1s i S I Sewage permit# Assessor's Map/Parcel ii 14v Installer & DesilZntr Certification Form Ocsi er: �l��-,ci +_ f� : t�111_t':b .r , , I Installer: ,1 s tC.4) ,y Address: t'1,L6 f 1..:.0 l + 1 Address; 'L' 6c. Oil ; I I was issued a permit to install a (date) (installer) septic system at sakciC��kd , 05,�t:r O Pe_ based on a design drawn by ' 1address) G dated `` <�� l �. r'"i v. �•3!J�� (des' ier) V/_ 1 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. Strip�ut (if required) Was inspected and the soils were found satisfactory. �Ito( 1 certify that the septic system referenced above was installed with major changes (i.e. greater than 10' latera�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 certi -built by designer to follow. Stripout (if required) w pected and the soils we � III OF hjgSS' O" MICHAFL j, �y • � BOR5ELU �, (Installer's Signature) Noclvi� F4 J505 4� el AU J)11', s`ONAIEN��� (D er s Sigrlatura) (Affix Designe s p 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. g zfiice formslduignereerGfication Co:m.due TOTAL P.01 FDEEROBSERVATION HOLELOG Hole#Soil Horizon Soil Texture Soil Color Soil Other (USDA) (Munsell Mottlin) g (Structure,Stones;Boulders. _ r o i ten=y.46 Gravel) y �S / ' 1*2'D C 2 DEEP OBSERVATION HOLE LOG Hole# Depth from • Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) -(Munsell) Mottling (Structure,Stones,Boulders. - u + consistency,%Grave 9 5 �0 1Z 2 1 r 3 L s s 6 6,, G�' G S r" �. S S b .s•��.�, -�t;,;, '. fISJ"" +� .s DEED'OBSERVATION HOLE LOG Hole# 3 Depth from Soil Horizon -_ Soil Texture Soil Color .- Soil -• Other Surface(in.) (USDA) (Munsell) Mottling­(Structure,Stones,Boulders. ee 4 ''ll 4�t j� 0 Z /owl/ . pan ! S tea, DEEP OBSERVATION HOLE LOG Hole# Depth from r Soil Horizon Soil Texture 4 ;; Soil Color -Noll y Other Surface(in.) (USDA) (Munsell) Mottling. (Structure,Stones,Boulders. Consi t n 0 R .Z !3 S .. 25 Flood°Insurance Rate Man: -. .°�Ki ' .`;<'S�; Above 500 year flood boundary No Yes Within 500 year boundary No /es Within 100 year flood boundary-No V Ves . 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? „ _S a" If not,what is the depth of naturally occurring pervious material? Certification. . I certify that on sdate)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was'perfoNned by me consistent with the required training,expertise a experience described in 310 CMR 15.017.' t SignatureN4 �. Date i Q:15.EPTICkPERCFORM.DOC { Town of Barnstable P# 3,59 Department of Regulatory Services Public Health Division Date r.63y ��� 200 Main Street,Hyannis MA 02601` ` Date Scheduled• '+" Tune ,7 .. --•�-�=! . Fee Pd. • ,o Soil Suitability Assessment for Sew isposal Performed By: Witnessed By: LOCATION&GENERAL INFORMATION Location Address '�� � Owner's Name SA M W H i 76ky' Address -n Assessor's Map/Parcel: �9�—U O� . . + � Engineer•'s{Name L/I�07-9 NEW CONSTRUCTION REPAIR t Telephone# ' Land Use�,• -, -� Slbpes(96)+ Z. Surface Stones�b�� ,,,,, • + M Distances from: a �D O n Water Body d tt 00` f'O Possi 1 P y�.—. b c Wet Area "ft Drinking`V✓ater Well i�� ft Drainage Way > ZLb ft Property Unc 15 g Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes& erc tests locate wetland.. p s In proximity to holes) 9 S.., 9°0� 133 = SZ • I�ovsC A. � � 9��� v„ Y ..1..+,. .♦ •'iwf ,.11` Parent material(geologic) QQTVV Pt-6 W[.. Depth-to Bedrock y,�• O Depth to Groundwater. Standing Water in Hole: W Weeping from Pit Face Estimated Seasonal High Groundwater 2. o ��ST1KAA T-,r F�- DETERMINATION FOR SEASONAL HIGH WATER TABLE A Method Used:RSJM-\w., QT— QMC,-QoW A e_ [�2�v wATF� ►M�1p t Depth Observed standing in obs.hole: In. Depth to soil mottles: Dcpth to weeping from side of obs.hole: in,. Groundwater Adjutatment Index Well# Reading Date: Index Well level' r Adj.thctor— Adj.Groundwat"]:izVal PERCOLATION TEST Date- xYtne iQ " Observation Hole# Time at 9" rn r-- Depth of Perc •c7 ti y� Time at 6" 4 Start Pre-soak Time @ Time(9"-0) End Pre-soak Rate Min./Inch 7 Mr Y Site Suitability Assessment: Site Passed Site Failed: Additional Testing Needed(Y/N) ^ t r 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. {4„z Barnstable Conservation Division at least one(1) week'prior to beginning. Q:\SEPTIC\PERCFORM.DOC O Y Of — —— —————Y ' T STEPS,TO GRADE i W 00 MASTER I OM CY) o o BEDROOM i TRAY I — _ r: C�E CELING p� a � DECK- v J 6 �/� !\ 6 v1 d" • / —7'-1 1/2" _— n / 21 _ T.� cq m III 18 o Q �- REF 5'-3 I/2' 5 �7 2 �,•./ 2 — —--� s0 AN LAUN Y pp CLOSET�. i 2� LJ' ITR-. SUM 1 TRANSOM TRANSO B ,a OPEN OPEN DINING q I KITCHEN 2 s _ c d ' I o 29` LIN g L_ _J 12 BATH .,. jD / z, 3'_5n I 2Q 20 Al . ... :,., F — - - DESK 2 I .. r., ° v MASTER TILE �I BA N f=,a s... - 'a SHOWER VD L s r F LIVING ROOM a; DEN Illl Ill : l REr 1OVE1 c. 2 O _ RE LACE } 52� IL U LLI REMOVE/ �- - REP ACE (n 15'-p" IS'-O" � — 16i_p�r _ 30i_pu 13'-0" 43'_0" SHEET I OF 4 FIRST FLOOR PLAN _ sT FLOOR 1 SCALE: 1/4" = I'-0" EXISTING: cu0.3 SF I PROPOSED: 1430 SF TOTAL: O�� JOB: 1103 DRAWN BY: HW DATE: 5/23/12 O co ' tD N O ® M REMOVE/ REPLACE VL v Ek Q CA •• i BATP #3w co O 4° �,�."�� 2'_5n, 51_On � ,� -.«�.ra�� Filf'-IFill REMOVE/ DROOM #5 REPLACE 2 ' t _ V �., 10 1/2"- 3'-O" ® 3 F ��� [ 3 10'-3 I/2" - o s A - BEDROOM #4 #3/BF-DR0011F+� --_ Zn 41/2 4'-9n 4 I ..-P-10' w 12'-4" a/ LU ! - H LU J z .. • o Q > Q 30'-0" (L U w I SECOND FLOOR PLAN EXISTING GARAGE SWEET I of 4 SCALE: 1/4" = 1'-0" SCALE: 1/4" = 1'-0" - 2ND FLOOR EXISTING: 628.3 SF JOB: 1103 DRAWN BY: NN DATE: 5/23/12 j O cf�/ N -- O /\� ® co LL ,v^V VLTm V .� HI c x n' v, FRONT ELE V/A._TION M -SCALE: 1;4" Y -O;� -- O Q Lu w q J F- - « q � ; a W w t _t # ' ET11II p SHEET I OF 4 FM REAR ELEVATION SCALE: I/4" = 1'-O" RETAINING WALL - TO BE DETERMINED ON SITE .-InB: 1103 DRAWN BY: HW DATE: 5/23/12 y N � N � 01, co r c� p RIGHT ELEVATION SCALE:.114" = 1'-0" /1 y Q LY L F- L -1 F- LU Q CY 0 w a L W 91 LLL SHEET I OF 4 FT ELEVATION LE _ SCALE: 114" = 1'-0" JOB: 1103 DRAWN BY: NN DATE: 5/23/12 00 O CYJ N O / • V d PIK ----- ------ W ^ 00 cn 3Q Pa I I I �. cq I I ----- r 1 Cy I I • � l�l� i i I i-----i I o f v I I I REMOVE I I 00 / 15I I i i BULKHEAD /q,�_�y/f REMOVE rmw V 4 ' I WINDOW I I y 1q In . - - CREATE 41'_8" .. - - ACCESS _ - - I I BASEMENT 3-° I I ` I 11'_e Q Q O t (Y LU -------- i 1— W -I Z �XiS��� m II l i I II w �1 J Q ———————————— TII[1MIII o —� XSOTNG FINISHED_ (L/ Q- STOOP- 42000 cn 16'-7 1/2" — 2-4 SHEET I OF 4 FOUNDATION EXISTING: 1430 5F JOB: 1103 DRAWN BY: NW DATE: 5/23412 I I ly, q �9 I WIANNO PARCEL 8 GOLF CLUB N/F v JAMES M. & GRETCHEN GEARIN EXISTING I /BARK N O PROJECT HOUSE 1 Pa,o"/ �. P6WO > LOCATION APPROXIMATE LOCATION ` , EXISTING UNDERGROUND ` c ELECTRIC/TEL./CABLE �� Q 3" 15" RHODADENDRUMS 96.9 0 IP/GONG• MAPLE N LOCUS FOUND s5.1 BOAR FENCE 96-6 CE9.DAR 0�4»PINF OUN NOT TO SCALE 4 \ 178.67' _ _" "'� s7.o ICA �96, /i-'- EDGE •CEDAR _ PINE SERVIM / �' Z.__ 11 s6.� / airGRAVEL 7.2 a RESERt2�1 \\ U 96.9 GRAVEL DRIVEWAY ( , �,F.��� a OCATIXI ATE AREA ( MAPLE GARAGE c6 97 3 EDGE'OF GRANT EXISTING WATER o 1 O 95.6 96. 997.7 97.9 .-��\ `;, � T98.1 97.2 SERVICE a O 95.2 TP�! 1 COVER 095 PARCEL 7 \ PINE �.�9��� ntJ H�1J1'L W o SHED ! IAPPROXtMATE v 7,9�16f S.F. \ � �'�` WN LAV P PARCEL 5 953 ! O 1 LOCATION \ 97.3 W / �98.2 98.4 i N/F I -2 EXISTING \OF 18" to NEIY W �/ (r*� c : SHED ON ( 1 CESSPOOLS �6, CEDAR O9s.6 DEp►( a p VALERIE J. 95.2 ! 1 covER\ HB � % 0 IT! � s7 z �m v MAROLQA 0 I I o95 6 EXISTING m 95.1 7" #HOUSE 199 CEDAR �''---J rwL6W BRICK WA M 2" MRAC TANK 31, F.F. 100.00 0 0 -rl APPROXIMATE z TPP EVERGREEN ,95.0 AO LOCATION ad g' © 6" ORA/N 8.2 EXISTING TREE LAWN o ( "ol GAS SERVICE 95.0 1..rt 97.4 98.0 9 98.3 I0 A9-5 ��9111 t 20 6" 1�94.6 OSED �e O' 6"' ID m 10 MIN. z TREE ' Q9s.s nAN s7.6 �� �r- � BENCHMARK: � �¢' ¢,- 15" L. 92.SS' I � NAIL & CAP • PINE LAWN t- EL.. 96.92 n 1 0 �I 95.6 . ,�0 6.. woop p7.3 LEGEND z 1 �'F CEDAR DGE F L - J P 2 E TUPELO .pro 20" 12" 12" 6,. 25' 1 IP/CONC STONES 91, PIN 6 PI PINE HOLLY FOUNDt WIRE FENCE REMAINS 94.6 HOLLY Q97.0 8" 1-0" / EXISTING 2' CONTOUR PIPE PINE 12" MAPLE DOUBLE ~w s,g CB H -------- 95.0 S80 49 04 W OL- Q9s.s O PINE O PINE /� FOUND 12" 179.65' �C7" _ 85.5 EXISTING SPOT ELEVATION .3 - 500 GALLG�V OAK HOLLY PINE 12" DOUBLE OAK Q97.7 15 96. CHAMBERS MfhV I<•er pROoOS slovi- PINE PINE I OAK OAK 0 OAK EXISTING TREE SZWI-ALL ARG AV AND RETA/N/NG WALLS ¢'INBEINZ7V I PP �, EXISTING UTILITY POLE PARCEL 6 I EXISTING STONE WALL NSF SUZANNE G. SHEA FOUND o CONCRETE BOUND WITH DRILL HOLE IFOUND - I EX/SANC 6639 OLxS rO BE PUMPED DRY, FILLED NO PUBLIC CR PRIMATE &47ER MPPL/ES ARE AM SAND AND ABAN,06WM LO ATED Nf7H/N 4M'OF PR151100MD SEPTIC Sys". 5/31/12 ADD EXISTING UNDERGROUND UTIUTIES AND WATER SUPPLY NOTE. DATE REVISION PLOT PLAN FOR P 99 SCUDDER ROAD PREPARED FOR DAVID PARRELLA GENERAL NOTES: IN, OSTER VI LLE MA 1. HOUSE NUMBER: 199 ��P�j" OF M9ss PLAN DATE: MAY 22, 2012 PLAN SCALE: 1"=20' - , o'� MICHAEL J. 9�'y 2. ASSESSORS NUMBER: MAP 140, PARCEL 007 " o BOC IL Lt rn CIVIL ENGINEERING M Q WETLANDS PERMITT)NG 3. ZONING DISTRICT: RC " 9 NO.35054 Z �Y �r ADO TEP���Q WASTEWATER DESIGN COASTAL ENGINEERING 4. FLOOD HAZARD ZONE: C F.E.M.A. MAP 250001 0016D �F ti 5. TOPOGRAPHIC INFORMATION COMPILED FROM AN ON THE GROUND SURVEY. SS�oNALEN�\� TITLE 5 PLOT PLANS �2` PIERS AND DOCKS 20 0 10 20 40 �GI NEERI�" 6. ELEVATIONS SHOWN ARE BASED ON ASSIGNED DATUM. LAND USE PLANNING COMMERCIAL/RESIDENTIAL 7. LOT COVERAGE BY EXISTING STRUCTURES: 1,548 S.F. 17,916 S.F. = 8.6% SCALE: 1 WCH 20 FEET � Serving Cope Cod and.Savtheast®rn Massochusetts = 8. LOT COVERAGE BY EXISTING & PROPOSED STRUCTURES: 2,335 S.F./17,916 S.F. = 13.0% 141 LOCUST ST. UNIT A - FALMOUTH, MA - 02540 - 508.495.1225 - 508.495.3229 fax PROJECT NUMBER: 12024 CAD FILE NAME: 12024SP DRAWN BY. L.M. SHEET 1 OF 2 F/N/S11 GRAAF SZ/ALL aF-9X M/N/MUM OILER ALL SEP17C SYS" CIWPWA9V7S USE 4`&4. SIS7/EDULE 40 PIS' O? CAST 015W P1PF 20'A//NNIU.N SETBAI,yf�FRAt!EDP"OJT Sl0WE 70 CELLAR IYALL SOIL TEST 10'M/N/�t/Ud1 SEIBAC!( Date of soil test: May 3, 2012 REMOVABLE COVERS SET TO WITHIN 9" OF Test taken by. Michael Borselli (Soil Evaluator #SE210, Approval Date June 1995) REMOVABLE COVERS SET TO WITHIN FINISH GRADE (MIN. OF 2 Results witnessed by: Don Desmarais 9" OF FINISH GRADE (TOTAL OF 3) Percolation rate: < 5 M.P.I. Ground water None Fl IGR4DE TEST HOLE #1 TEST HOLE #2 TEST HOLE #3 TEST HOLE #4 • 0" _ 0" 0" 0" _ S = .02 /NWRr ELEK 3' A g4. LOAMY SAND ` w " 9" 10 YR 4/2 ga LOAMY SAND go LOAMY SAND sa LOAMY SAND (�//N) S�.o' = 9117 2 LAVER L�1� rO 1/2 B B B a 1500 GALLON ,SErf7RSr 2aPE YAR/ES wA.s�E° s7z�`E 7 30" LOAMY SAND 30» LOAMY SAND 36" LOAMY SAND 240 LOAMY SAND 2'LE'W S = .O1 M/N: SEPTIC TANK p o, ®®®® 0®®®®®®0=010=COARSE SAND COARSE SAND COARSE SAND COARSE SAND 66" (RUST BANDS) 66" (RUST BANDS) 6O" (RUST BANDS) 66" (RUST BANDS) Z II II c�, D1ST BOX S". = JY 17 W W SET SEP770 TANK AND D/S71?/BVTION BOX � II ti, �. /NSTALL -T/f TO 1 1/2 DlW" COARSE SANDCOARSE SAND COARSE SAND COARSE SAND W � ON 6 LAYER OF CRUSHED STONE W W #A1.9VM,, CRUSHED S7ZWE ALL f' W AROUND CHAMBERS ANO DONN I., TO 771E BOTTOI/ 6F 7f/E CHAMBER SYSTEM. REFER ro LAYOUT ar a " " PROFILES)s7F#FOR MO?E&--rA/LS 120 120 120 120 Z 2 (8077w Or TES7Ha!EEL. 8500) NOT TO SCALE 2" 9 - REN004 LE 24",014. CODS REYOkA&F 24"LO/A. 619;ER 2 - OUTLETS 1 3/4" .t �• 4. • ..a . .y a•a. OUTLET O O INLET ' ^•---..,. 1FE ODEN AT TAA SET R o TYPICAL OF 5 0 /NLET KNOLY(GYJT 3`M/N. FROl1 TANK COf�ER t6 INLET `� / OUTLET h'NaI aY/r r .ate pa S'• 6" c7 �• 3�. /NLET TEE SET OUTLET TEE SET 10"M/N. BELOY 14`BELOfY 2 - OUTLETS L14WIAD LEW LIW110 LEbEL p R 19.5 GAS BAFFLE I I " 19.5" . h PLAN VIEW CROSS-SECTION ,I DB-5 DISTRIBUTION BOX-_(H-10 LOADING NOT TO SCALE ', 10'- 0` 5'- 2" BASIS FOR DESIGN: 6` 5'— 8` TOTAL 0A&r/ZOWISSASED aN 5BEDRaON/S NO 0ARBAIE,01-9WSAL 1500 GALLON SEPTIC TANK (H-10 LOADING) TOTAL DA/L Y R0#1= 110 a4V18EOROOV X 5,&M?"S — 550 0O NOT TO SCALE ,6077 /AREA PROPOSED - "2 SF. 8' - 3 1 2" S7DE AREA PRaOOS,EO = 217 Sr 6" TOTAL LEACH/NB AoWA PRCRO-W = 749 .SF. � � ® ® Q APPL/CA77aV RA7E= 0.74 G3W/.SF. EQ rEQ � 34" ,OFY6VLEACH/NGC4~7Y- 554GJ00 > 550CP0 24." � FG�gI� 8' - 6" CROSS—SECTION 5/30/12 ADD SOIL EVALUATOR INFORMATION. REVISE PROFILE NOTES. CONSTRUCTION NOTES: 8, _ 6a - DATE REVISION SEPTIC SYSTEM DETAILS 1. /NSTALLAnaN ar WE PROPO.5F1,'7 SEPAC SYSTEM.AVALL SE/N ACCOWANac'07N 77TLE 5 a ° ' • : ,A FOR #199 SCUDDER ROAD N,0 THE BOARD a r HEL A 1N REG V/LA I76WS • 5" KNOCKOUT PREPARED FOR 2 A 615PY Or 1NE PLANS.SHALL BE AI�A/L.4"ON JV7F FO?REFERENCE AT ALL aws D A VI D P A R R E LLA DUR/NO THE/NSTALLA7/OV 6r INE SEP17C SYS'T�ii/. 4 21" DIAMETER COVER IN aT NO 01"acS rO THE OE aV"AU BE PERF"1V !t9.1Na1/r THE APPROI1AL aF Bo/N o H OF ,yjgs OSIER VI LLE MA F4LVO417H-AWNEER/NQ INC AND THE BOARD ar HEAL 77L t 5" KNOCKOUT -- 5" KNOCKOUT o�� MORSE I s9�y PLAN DATE: MAY 22, 2012 PLAN SCALE: AS SHOWN 4 THE SZ"PAC SYSIFM/S S7JB.,E'CT TO/NSx'ECTION BY FALMa%TH ENGYNEER/NCB INC � � BORSE LI N AND NZ BOARD 0r HEAL 7h! CIVIC r NO.35054 ° A 9F CIVIL ENGINEERING O T 7* WETLANDS PERMITTING ,S THE GLINTRACTO?S1/ALL NOAFY FALMGIU7N ENI�NEER/NC INC, AND THE BOARD 6F HEAL 7N �' �> � 1V1 V 1' 70/NS>°ECr THE.SEPTIC SYSTEM PR/O? rO BA0VR7L1- /N SWC/NSTANCE.S; MOPE 711AN a?VE /NSx'ECXIV MAYBE"NEEDED THE 6W)9?,AC7W -WALL aW YBACKFILL THE PORT7O'VS Or Tt/E 5" KNOCKOUT SS�ONAl ENG�� WASTEWATER DESIGN COASTAL ENGINEERING SYSTEM 1714r HART BEEN/NSPFC)FO AND APPRO"SY FALN0Z1)W El46)N1R/N4 /NC AND THE BOARD 6F HEAL 7tL ` � '`.. ° • ° ' •' • �V` TITLE 5 PLOT PLANS .�J�T PIERS AND DOCKS 6. /F THE C6V7RAC7a4 EN04WNTERS ANY IYAR/A17aNS/N.77E 6W,01;76W$ WOW AS O/FMWN19 ` ►OINE1 RI� sms Taa"APHY, H£TLANOS OQ OTNE7? cmamaNS THAT MAY RE(e nr RE-"ALUAI76W 0 PLAN MEW LAND USE PLANNING COMMERCIAL/RESIDENTIAL 1NE L-SYGW, 7NE CON7RACM?SHALL /MME&A1FL Y CONTACT FALMIX/7N ENc7NEER/NG, INC p Sarvrng Cope Cod o/7d 5hVtheoS&M Mvssach&5& is 500 GALLON LEACHING CHA_!! (H-20 OADI,N 141 LOCUST ST. UNIT A — FALMOUTH, MA — 02540 — 508.495.1225 — 508.495.3229 fax SCALE: 1" = 2' PROJECT NUMBER: 12024 CAD FILE NAME: 12024DT DRAWN BY: L.M. SHEET 2 OF 2