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HomeMy WebLinkAbout0058 RHODY CIRCLE - Health 58 RHODY CIRCLE, MARSTONS MILLS A=136-080 r TOWN OF BARNSTABLE C/ LOCATION �! GZ' C ;r, SEWAGE#. ar�� �aZ O�y VILLAGE ASSESSOR'S MAP&PARCEL joZG��rO INSTALLER'S NAME&PHONE NO. J, C. A`i SEPTIC TANK CAPACITY LEACHING FACILITY-(type) NO.OF BEDROOMS .3 OWNER p v+Pf PERMIT DATE: 0 9 COMPLIANCE DATE: �, O Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility fee_t. 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 J G �, 1 s r I `J -- 9 `r 93 3 y 3 ,3,. rPss ��� 33 ;Vo?. No. ' Fee THE COMMONWEALTH tSA,(ZHlJSET'T'_S __ Entered in computer: PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes ZIppgicotiou for Migpogal A&pgtem Cou.5tructiou permit Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No.*�9 AAod C;✓, ®�/ / Own�e 's Name,Address,and Tel.No. NQ��.^ jo�,eS Assessor's Map/Parcel /a O RA96 C,4e Installer's Name Address,and tTel.No. Desi ner's Name,Address and Tel.No., A 3 /v1iPM s 2av+f 0,l/ y� ` 91��F S MP 6� Type of Building: J�OIs� 40 0�6� Dwelling No.of Bedrooms 3 Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 3 3 gpd Design flow provided 3 S0 gpd Plan Date js�—7 O Number of sheets L Revision Date Title Size of Septic Tank /J�'0o� fix;s7`F^� Type of S.A.S. Description of Soil S e Nature of Repairs or Alterations(Answer when applicable) /l�ecy ,� /ir. f reP ,per /vs 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 rd of Health. p'Signed + ® om y, Date � / Application Approved byMullu Date Application Disapproved by: Date for the following reasons Permit No. Date Issued 14 ———————————— ———— --—————————— ———-- ——— A. No. � Fee UI 1 THE COMMONWEALTH OF M ..4- HUSETTS Entered in computer: Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTA.BaLE, 1M. 4SSACHUSETTS Application for aigonl i§p.5tem (Congtr, iAott 'Permit Application for a Permit to Construct( ) Repair(V/) Upgrade( ) Abandon( ) ❑.Complete System ❑Individual Components Location Address or Lot No. *i -9 I?Aod� G ✓, ��p ��,liC)Owner's Name'rAddress,and Tel.No. Beyer r Assessor'sMap/Parcel /O 0 RA Poly G,,-ke 104*,f�drf Installer's Name,Address,and Tel.No. De si ner's Name,Address and Tel.No. � akv 33t ,&6 fW1410, 37, fre 4 /3 Type of Building: �� �5'd -�S 5r,.,a�rti�,.t�f/ 0WG7 Dwelling No.of Bedrooms J Lot Size sq. ft. Garbage Grinder ( _) . r Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures r Design Flow(min.required) 330 gpd Design flow provided 3 S� gpd Plan Date �� 7 0 Number of sheets Revision Date Title ' Size of Septic Tank t*5009 Cv,!r•^5 Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) /✓emu/ S /q.,s rse e P/v� Date last inspected: A Agreement: c. 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�oardqlHealth. _ �. Signed �}�} C� /�„� �j� #/'1 Date Application Approved by Y l �f%,�Gf I i� . e 4 M Ilk/Date Application Disapproved by: >/� Date for the following reasons Permit No. W. (/ / OX 6 V Date Issued THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site SewageDisposal System Constructed ( ) Repaired Upgraded ( ) Abandoned( by J• L, ��+ �/O at �O /Q`►f� y C/%��� h� been c structed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. �"� dated Installer C Designer _ r,. #bedrooms Approved desi n flow gpd The issuance of this permit sha n't/be constived as a guarantee that the syst// will fun�c o� as designed. Date / / Inspectcor ����� _.-._.. __- -w��w_'�_.- ��-4 '�_ -:w--w _�_��� .mot=i=•.i�� __ __ �__ _ ___�wias� ———No. W(l —� Fee THE.COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS )Digont *p!5tem Con5trUction Permit Permission is hereby granted to Construct ( / ) Repair (✓) U rade ¢)r Abandon ( ) System located at S� /� O�ti G1'► e l-e' I' and as described in the above Application for;.Disposal System Construction Permit.The'applicant recognizes his/her duty to comply with Title S and the following.local provisions or special conditions. l Provided: Construdion must be completed within three years of the date of this pe Date 4 0� Approved by_ i t 4 . Town ®f Barnstable Regulatory Services Thomas F. Geiler, Director BARNSTABLE, MASS ��� Publk Health Division ATED�Y°, Thomas McKean, Director 200 Main Street,Hyannis,A A 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: q1170 sewage Permit# Assessor's lea \Parcel Designer: Installer: Ue Address: q3q Address: j��� X 33� e � 73 /A On q-/-1-0 1-7 Alt was issued a permit to install a (date) (installer) septic system at � /U based on a design drawn by address) �Mn&i6 F,,UWW dated 3!7` I (desi ) �zi 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. Flan revision or certified as-built by designer to follow. jN OF MA88 DANIELA. �s OJALA (Installer's Signature) o CIVIL N No.46502 ONAL (Designer's Signature (Affix Designer's Stamp Here) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COWLW-4CE —ELL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc TOWN OF BARNSTABLE LOCATION SEWAGE # � VILLAGE vniu.5 ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO. a /� SEPTIC TANK CAPACITY ' LEACHING FACILITY: (type) - A 'IG14weoP (size) 3g? NO.OF BEDROOMS BUILDER OR OWNER 4 PERMTTDATE: COMPLIANCE DATE: r Separation Distance Between the: Miximum 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 F!9> o TOWN OF.Sarnstable >P* 1,0- Depar(ment of Health,Safety,and Environmental Services Public Health Division Date $ 367 Main Street,I tyannis MA 02601 • MIWRIAat� MASK eoraxtr. Date Scheduled `)-7 Time IZP" Fee Pd. �oy Soil Suitability Assessment,for Sewage Disposal Performed tly: 3�hj 0-1A LA (DcL'"J C-NG NLrnII.(//�yitnessed By; yL`f 'Dutirvl NG- LOCATION & GENERA1, INFORMATION Location Address #e�e) I L1+0YjY C-i(Z(.Le— Owner's Name NS Mlw(, Address 'I tt.yrnsc �fz�vG t�Y/1ArA►t5 , �/� Assessor's Map/Parcel: / /}/-� r4/n(-t- go Engineer's Name NEW CONSTRUCTION REPAIR Telephone# 3 G-Z - LA 15 y Land Use v -e-A N'r Slopes(40) a— S Surface Stones Distances from: Open Water Body R Possible Wet Area II Drinking Water Well R Drainage Way R Property Line 5�51; )^ It Other R SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) �-- Ito r7rzb - C SI�•T 5l6 /] ZO'3 Ll� q7r _ V L�� r N Zoe S Cb rL C- GLAc-k aiL Parent material(geologic) CQ;w Ac-o 14 Depth to Bedrock Depth to Groundwater; Standing Water in Hole: A//A Wccping from Pit Face I✓�jr} Estimated Seasonal Il;iglt Groundwater , /4 DETERMINATION FOR"SEASONAL HIGH WATER TABLE Method Uscd: Depth Observed standing in obs.hole: in. Depth to soil mottles: in, A/0 Depth to weeping from side of obs.hole; in. Groundwater Adjustment R. 6aDwA�zx Index Well# Reading Date: Index Well level Adj.factor Adj.Groundwater bevel �N1� PERCOLATION TEST Date 12 Time JAM Ohservation Hole# Time at 9" rr Depth of Pere Time at 6" I Start Prc-soak Time k� 1 :00 eA V11 Time(9"•6') 5• 6 End Pee-soak Rate Min./Inch `L �'►''`Y' j Site Suitability Assessment: Site Passcd t/ Site Failed: Additional Testing Needed(YIN) 'v Originate Public Health Division Observation Hole [)..t:t To Be Completed on Back------- COpY: Applicant DEEP OBSERVATION HOLE LOG Hole# Dcpth From Soil Horizon Soil rexlure Soil Color • 861 Other Surface(in.) (USDA) (Munsell) Mnaling (Structure,Stones,nouldcres. Consistcricy-%Gravel) O•-'� /� �1r �o �3/2 3--3G T5 2.•5 6/H 14 5'X 1 N —M G� �t DEEP OBSERVATION HOLE LOG Hole# �T- 2. Dcpth from Soil I(orizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. A s t��1�3I2 '�-3G "iz✓ LoAt^ 2- DEEP OBSERVATItON;HOLE LOG Hole# Dcpth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. n ict n °' gavel DEEP OBSERVATION HOLE LOG Hole# (depth from Soil Horizon Soil Texture Soil Color Snil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. n ' to c °i r Flood In uc Abovo 500 year flood boundary No_ Yes t� Within 500 year boundary No_ Yes Within 100 year flood boundary No_ Yes Depth ofBaturally ccurring 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? -e If not,what is the depth of naturally occurring pervious material? Certification I certify that on 6412V 1�� (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 experience described in 310 CMR 15.017. 777 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes r?016 PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE., MASSACHUSETTS ,elk( ZippYtcattou for 30t_5po9;ar *pfteut Cougtructtou Permit Application for a Permit to Construct(1/)Repair( )Upgrade( )Abandon( ) omplete System El Individual Components Location Address or Lot No. 5—r n/ GG;C,6 Owner's Name,Address and Tel.No. Assessor's Map/Parcel I Ae 1L"fie�� "n, S Installer's Name,Address and Tel., 0. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size !e2 sq. ft. Garbage Grinder Other Type of Building. No.of Persons Showers(?-) Cafeteria( ) Other Fixtures Design Flow 3 gallons per day. Calculated daily flow 3 gallons. Plan Date Number of sheets I Revision Date Title vJ OA Size of Septic Tank 150:� 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 m intenance of the afore described on-site sewage disposal system in accordance with the provisions le 5 of `Enviion tal Code and not to place the system in operation until a Certifi- cate of Compliance has bee ' sued t 's e Signed Date J / Application Approved b - _ Y, Date Application Disapproved for the following reasons Permit No. -7 Date Issued Z- - ^ ri r .. - V' .• .t • �4..-i i•�1rrb..,yam r� i c` ' t, 1 No. / '�` Fee ` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: Yes a 16 PUBLIC HEALTH DIVISION -TOWN-OF BARNSTABLE., MASSACHUSETTS U �- A 2pprtcatiou for t-4 ogaY pgtem Cottgtructton Permit Application for a Permit to Construct(I/)'Repair( U rade )Abandon( ) Com lete S stem ❑Individual Components �r PP )Upgrade(( ) � P Y P Location Address or Lot No. ��— n/ C r Owner's Name,Address and Tel.No. ( , Assessor's Map/Parcel `Z 00 !V( l �jI % �Q7C�s/L°� CIS ., �L�lC�e Installer's Name,Address and Tel No. Designer's Name,Address and Tel.No. sw Type of Building: Dwelling No.of Bedrooms r� Lot Size (P2 sq' ft. Garbage Grinder(N� Other Type of Building_jrCrcle,nck No.of Persons Showers(- -) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow 3 S-r gallons. Plan Date Number of sheets a Revision Date Title 0-C ap- Size of Septic Tank 17 IS0�1 Type of S.A.S. ,Z- Description of Soil S �- o 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 t„m accordance with the provisions le 5 of h nviron . tal Code and not to place the system in operation until a Certifi- cate of Compliance has been ' sued b th' o ea Signe Date J Application Approved by _ Date Application Disapproved for the following reason ~ Permit No. - 7 Date Issued 1 Z- i THE COMMONWEALTH OF MASSACHUSETTS \, BARNSTABLE, MASSACHUSETTS Certificate of (Compliance y THIS IS TO CERTIFY,that the On- ite Sewage Disposal SystemConstructed( Repaired ( )Upgraded( ) Abandoned( )by1�` 1 at �o _ Gc. 14,1 , _3 has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. - dated Installer Designer The issuance of this p t'shall jdo/tb construed as a guarantee that the sy tem W11 function as designed. j Date r�l "I Inspector s1���1�x1 rx �-0 lid i --------------------------------------- No. 7 Fee �i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE., MASSACHUSETTS Mioogal 60tem Cou!6truction Permit Permission is hereby granted to Construct(\-)4ee air( )Upgrade( )Abandon( ) System located at �� 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:Construction m st be completed within three years of the date of this permit. Date: Z// Approved by f TOWN OF BARNSTABLE 5lp _ fig. LOCATION ; J P A4, •#4=°' . SEWAGE # VILLAGE ASSESSOR'S MAP & LOT INSTALLER'S NAME&PHONE NO._ s SEPTIC TANK CAPACITY el LEACHING FACILITY: (type) -4/44a r (size) : NO.OF BEDROOMS 3 BUILDER OR OWNER 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 ToWh 01F.Sarnshable P# o 76 V Department of Health,Safety,and Environmental Services �TME Public Health Division pate I2 367 Main Street,I lyannis MA 02601 SARMABILA MAW l d h Date Scheduled �2 '> c) M �pralCl Time �2(� Fee Pd. i00 Soil Suitability Assessment-for Sewage Disposal Performed By: -1�N O�A LA (Deta+10 (Aft CN41Jyeml+tnessed By: - �Y�y 'D,NNI N(f C 3o H) LOCATION & GE NERA,L INFORMATION Location Address } 58 TLWolpy ci(Z-Qli` Owncr'sNimc M/�(L�ISONej Ml�-t-Pj Address 'I-L �L�LX,p-1lt �R1V� Assessor's Map/Parcel: AA" Mr./PGL gp Pngineer'sName 1>0-.0N C^ec- NEW CONSTRUCTION � REPAIR Telephone# 3 G-L - L1 5 4 Land Use y --L/fit N-1— Slopes(0/.) 5- Surface Stones Distanocs from: Open Water Body R Possible Wet Area ft Drinking Water Well R Drainage Way R Property Line 51w fik f`L-ft Other R SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) Ito tZQ ­-2,00.©0 '�L.eb�i2 613 5�fi 51G Lc-p 1'ZO°,1J r � ' o, 00 Zo' V rL Parent material(geologic) Cli- t" 14 Depth to Bedrock Depth to Groundwaicr, Standing Watcr in Flo!c: Wf.CPing from Pit Fact N. Estimated Seasonal Nigh Groundwater DETERMINATION FO1t SEASONALHIGH`WATER TABLE Method Uscd: Depth Observed standing in obs.hole: in. Depth to soil mottles: in NO Depth to weeping from side of obs.holy in. Groundwater Adjustment ft. GriDV,f.�C�1L Index Well# Reading Date:.— Index Wcll level Adj.factor Adj.Groundwater level /�� N� PERCOLATION TEST Date. (L t, Time_] M Oh, vation Hole# — +1 E Time at 9" 0r 00 tr Depth of Perc — Time at 6" Start Prc-soak Time 1 •00 Mtn Time(9"-6") o t 6 End Pre-soak 70-r?t Rate Min./Inch �-2 Y►'"r 1 t� Site Suitability Assessment: Site Passcd Site Failed: Additional Testing Needed(Y/N) 'v Original: Public Hcalth Division Observation Hole Data To Be Completed on Back-- -> CUpY' Applicant �:�_ --- DEEP OBSERVATION HOLE LOG Hole#�} Depth t'rom Soil Horizon Soil Texture Soil Color - Soil Qthcr Surface(in.) (USDA) (Munsell) Mottling (Structure,Stoncs,Boulderes. cotlsjstewy Yo Graven A ,o h-3/2 3�36 3 Lcg^jv\ 2•S 6M +M,rAv-�600- e2 r7- 61& "IT)-30°ro gas 1, A DEEP OBSERVATION HOLE LOG. Hole hl=2 Dcpth from Soil Iforizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stoncs,Soulderes. Consistcncy %Qrravcl) T2 5 6/- Vvt edr3oY6 7'1--1`i LZ— G�Qq� ND 1 2 -S G DEEP OBSERVATION HOLE'LOG Hole#. .. Dcpth from Soil Horizon Soil Texture" Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes.' Consistency.°' gavel DEEP OBSERVATION HOLE LOC; Hole# Dcpth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulderes. Consistency-°i r J Flood In uc Above 500 year flood boundary No— Yes Within 500 year boundary No_ Yes Within 100 year flood boundary No_ Ycs ]Depth ofB-aturally 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? -e S If not,what is the depth of naturally occurring pervious material? /4 Certification I certify that on djV t (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 experience described in 310 CMR 15.017. ALL SHALL OMPONE SYSTEM PROFILE MARKESYSTEM WITHCMAGNETIC TAPE OR BE NOTES COMPARABLE MEANS FOR FUTURE LOCATION. PROVIDE WATERTIGHT MIN. DIAM. 20" (NOT TO SCALE) 1. DATUM IS APPROX. NGVID ACCESS COVERS TO WITHIN 6" OF FlN. GRADE ay\ae \ TOP FOUND. EL. 72.4' PROVIDE INSPECTION PORT TO WRRN 3" OF FINAL GRADE 2. MUNICIPAL WATER IS EXISTING boo I " MINIMUM .75' OF COVER OVER PRECAST 2% SLOPE REQUIRED R SYSTEM Kc 71 _ 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. PRECAST H-10 4. DESIGN LOADING FOR ALL PROPOSED PRECAST RISERS (TYP.) n/ UNITS TO BE AASHO H-M 2'0 70.6' 4"ASCH40 PVC - m �; PIPES LEVEL 1ST 2' 2" DOUBLE V�APHED PEASTONE 5. PIPE JOINTS TO BE MADE WATERTIGHT. EXISTING +• OR GEOTEXTI FABRIC 68.86 ocus 10" 150E GAL H-10 14" pw aid.y 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE TH TEE SEPTIC TANS TEE 69.2'fj5 ?( 0`0 6""MIN. SUMP7T7 317T70 CMR 15.000 (TITLE V.) o� \ oc (RE-USE) 00 12 MIN. INT. DIM. c 68.36GAS BAFFLE0 07. THIS PLAN IS FOR PROPOSED WORK ONLY AND6 68.36' 2' 66.36' NOT TO BE USED FOR LOT LINE STAKING OR ANY o OTHER PURPOSE. Shubael - _ H-20 3050 INFILTRATORS 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. Pond 6" CRUSHED STONE OR MECHANICAL 3/4" TO 1 1/2" DOUBLE WASHED STONE 9. COMPONENTS NOT TO BE BACKFILLED OR COMPACTION. (15.221 [21) CONCEALED WITHOUT INSPECTION BY BOARD OF *THE INSTALLER SHALL VERIFY THE LOCATIONS OF ALL OVERALL DIMENSIONS TO OUTSIDE OF STONE: 30.4' X 10.25' HEALTH AND PERMISSION OBTAINED FROM BOARD UTILITIES AND ALL BUILDING SEWER OUTLETS AND ELEVATIONS - 7.06' OF HEALTH. PRIOR TO INSTALLING ANY PORTION OF SEPTIC SYSTEM . 10. CONTRACTOR SHALL BE RESPONSIBLE FOR LOCUS MAP **INSTALLER SHALL CONFIRM MINIMUM SEPTIC TANK SIZE AT CALLING DIGSAFE (1-888-344-7233) AND NOT TO SCALE 1500 GALLONS AND ITS SUITABILITY FOR RE-USE. REPLACE ( 1 % SLOPE) ( 1 % SLOPE) VERIFYING THE LOCATION OF ALL UNDERGROUND & WITH 1500 GALLON H-10 SEPTIC TANK IF NOT SUITABLE. OVERHEAD UTILITIES PRIOR TO COMMENCEMENT OF BOTTOM TH-1 & TH-2 WORK. FOUNDATION EXIST. SEPTIC TANK 67, NO GROUNDWATER FOUND 59.3'D' BOX 2' LEACHING 11. ANY UNSUITABLE MATERIAL ENCOUNTERED ASSESSORS MAP 126 PARCEL 80 FACILITY SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED LEACHING FACILITY. UNWITNESSED TH 3, D. 8/7/09, A.H. OJALA, PE, SE LOCUS IS WITHIN ESTUARINE PROTECTION DISTRICT LEGEND 4 ELEV.. 74 00 AN EXISTING LEACHING FACILITY SHALL BE PUMPED AND REMOVED p 71.9 99- EXISTING CONTOUR A X 99.E EXIST. SPOT ELEV. SL 73.27 99 PROPOSED CONTOUR " 1 OYR 3/2 PROP. 16'x 18' 12E° `°N SAe'198 4] PROPOSED SPOT EL. B 73.03 73 SYSTEM DESIGN: • 73.15 EXIST. SAS (PUMP AND REMOVE TH1 LOAM 7 UNITS AND STONE IN ENTIRETY) GARBAGE DISPOSER IS NOT ALLOWED TEST HOLE 72.7t /� 2.74 Y 2.5Y 6/4 / 722.75 5' REMOVAL OF UNSUITABLE SOIL REQUIRED „ , AROUND PERIMETER OF LEACHING FACILITY, 2q SLOPE OF GROUND 36 68'9 DOWN TO SUITABLE SOIL LAYER (C2). DESIGN FLOW: 3 BEDROOMS ® 110 GPD = 330 GPD / 2. 7 �% REPLACE WITH SAND, TO MEET SPECIFICATIONS OF 1CMR 5255(3) USE A 330 GPD DESIGN FLOW UTILITY POLE ENGINEER TO INSPECT AND CERTIFY REMOVAL FIRE HYDRANT TIGHT . 72.73 I ' C1 2.89 �236 6 .70 ( ). TH3 0. 2.26 SEPTIC TANK: 330 GPD 2 = 660 . � N � NOTE NOT ALL sYMeols MAY APPEAR IN oRAWINc S & GRAVEL TR SILT ^" __ __.--.-._- - - _ _.._.. _ --''' RE-USE EXISTING 1500 GAL. SEPTIC TANK** 2.5Y 6/6 r / .-Y7 1.66 108" 62.9 ,� 21 3 • 71.52 LEACHING: TEST HOLE LOGS i i �'Sr 00 SIDES: 2 (30.4 +10.25) 2 (.74) = 120 GPD 6 ,o OO, C2 • 72.30 7 a Si/ TH1 00k BOTTOM 30.4 x 10.25 (.74) = 230 GPD ENGINEER. DANIEL A. OJALA, SE ' M . 72.S � /71•69 &71.7 71.a5 TOTAL: 473 S.F. 350 GPD ' 72.4s BENCHMARK: COR. CONC. WITNESS: J. DUNNING 3 BULKHEAD AT EL 71.7' 2.5Y 6/4 /i 7 4 071.76 USE (4) H-20 3050 INFILTRATORS, DATE: 12/16/97 144" 59'9 7 9 71.59 / c�`P ''� 7 47 ., WITH 1' STONE AT ENDS AND 3' AT SIDES PERC. RATE _ < 2 MIN/INCH NO G-W 1/5738 .68 7171 '� 71.04 CLASS I SOILS p# 9076 71.71.43 00 °�o 71 01 7d.� 71.54 EXIST. ELEV. ELEV. 71.46 DWELL 72.20 �1 p" 71.7' 011 71.3' 0.99'3 1.5 �IF' .47 1.4s I 1 A A 9S' �p 71.60 P SL SL 1.34 1.61 7 61 - 70.88� . 71.06 APPROVED DATE BOARD OF HEALTH MA 10YR 3/2 10YR 3/2 71.51 0.6 70'00 3 B 3 B o. 71.04 72 GAS SE -�,9�^�371.43 TITLE 5 SITE PLAN LOAM LOAM PQ�' OF 2.5Y 6/4 68.7' 36" 2.5Y 6/4 68.3' �' �P LOT 55 . 69.63 36" 6. 7,.24 58 RHODY CIRCLE 71- 43,962 Sq.ft MARSTONS MILLS C1 C1 .� �, �o �orM TIGHT TIGHT �`L �p��'�of^'gsSq �Fa�' �594 PREPARED FOR PERC S & GRAVEL TR SILT S & GRAVEL TR SILT �°� _� s-� o DANIEL A. �s , � DANIE!_ r-;` LA A. OJA 1.` PETER JONES 114" 2.5Y 6/6 62.2' 72" 2.5Y 6/6 65.3' �.� ^ CIVIL oJALA ` \ 4. No.409 \\ 71. , o of AUGUST 7, 2009 O 9s"9Gj, � 1 / � d.qN0 c i y .a C2 C2 �� F t� 5�' ' Q jW OF off 508-362-4541 MAss MS MS s 9 / oho DAN OJALA oaf DANIEL 9�yN I downOCapescom88© CIVIL A. `-i • • • 2.5Y 6/4 2.5Y 6/4 1.60 46502 OJALA � 70W*7 cape eapheerml, h7c. 126" 61.2' 144" 59.3' _.__.. Po �F .p No.40980 Scale: 1"= 30' - 69.48 �Fs ,o AL��`� �F S\ civil engineers NO GROUNDWATER ENCOUNTERED $ ram' o R land Surveyors 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. YARMOUTHPORT MA 02675 97-400 0 15 30 45 60 75 FEET 97-400.DWG(SBO) I T.O.F. AT EL. 73.0' SEPTIC PROFILE TEST HOLE LOGS ACCESS COVER TO WITHIN 6" OF FIN. GRADE (N OT TO SCALE) ACCESS COVER (WATERTIGHT) TO EN('INEER: D.A. OJALA, SE 72.0' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2% SLOPE REQUIRED OVER SYSTEM 72 G' WI T,j;-"S: J. DUNNING _I_ I/o�.•1S � RUN PIPE LEVEL 2" DOUBLE WASHED PEASTONE 12/16/97 ` 70.0' - FOR FIRST 2' \ < 2 MIN PER INCH PROPOSED 1500 3' MAX. PEC<.• . RATE _ GALLON SEPTIC 69.12' - 69.0' CLASS I SOILS P# �� � 7 69.37' - _ TANK (H- 10 ) GAS o 68 1� �' BAFFLE ..84' `�� - ti i 7 68. 0' _ - 2' ® SIDES 7 ( % SLOPE) �C CRUSHED STONE OR MECHANICAL - COMPACTION. (15.221} [2]) $g 2' �- �f ~ DEPTH OF FLOW ( 3.5% SLOPE) EFF. DEPTH 0 _ 71.7 0'sp 7 / 1.3 t 5%A APas TEE SIZES: �ooi$ 13" 10„ � 66.50' A INLET DEPTH = - - - SL 5AL OUTLET DEPTH = 1 4„ _OYR 3/2 1 OYR ;t/2 „ 3/4" TO 1 1/2" DOUBLE WASHED STONE LOCATION MAP SCALE 1 = ( y FOUNDATION---- 10' SEPTIC TANK 8' D' BOX 3' LEAGF ING LOAM LO 1 ASSESSORS MAP126 PARCEL gp FACILITY 36>. 2.5Y 6/4 68.7' 36" 2.5Y 6/4 B8.3 ZONING DISTRICT: RF _.. I Cl YARD SETBACKS: 7.2' perc of 38" C1 I FRONT = 30' LOT 13 Ms & TIGHT TR SILT REAR = 15' . GRAVEL 2.5Y 6/6 72 _._._ PLAN REF. - LCP 12034D I 2.5Y 6/6 y �- I TIGl-IT FLOOD ZONE: C , 59.30' 114 TR SILT C. C2 F,Q' LOT 54 MS 2.5)' ;4 I 2.5Y 6/4 i ^o �� 126" _ 61.2 144" 59.3 / LOT 14 NO WATER ENCOUNTERED NOTES: O / O 00 APPROXIMATED FROM SAND. QUAD \ \ SEPTIC DFSIGN APPAGE" DF-POSER IS NOT , LOWED ) 1 . DA UM IS / 51UN FLOW: C3rLF�l �)M` Gr�D) CPL 2. M N IFAL WATER IS 3 � 114 53U r,Vh l� �[3LC 8p- // �' 1pl T.H. 1 \ \ 330 I r F # USE A GPD DESIGN FLOW 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. SEPTIC TANK: 33C GPD 2 ) = 660 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO H- 10 USE A 1500_ GALLON SEPTIC TANK 5. PIPE JOINTS TO BE MADE WATERTIGHT. < 6. COPISTRUCTION DETAILS TO BE IN ACCORDANCE WITH MASS. / ` \ GAR T'H'#2 LEACHING: ENVIRONMENTAL CODE TITLE V. 2(41.5 + 7) 2 (.74) - 143.5 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO BE / SIDES: I.IS=D FOR LOT LINE STAKING. / / PROP. 3 BR / 41.5 x 7 (.74) = 215 � DWELL. / BOTTOM: 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. TOTAL: 484 S.F. 358 GPD 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED WITHOUT T = 73.0' LOT �� l INSPECTION BY BOARD OF HEALTH AND PERMISSION OBTAINED r F USE (6) HIGH CAPACITY INFILTRATORS WITH 2' OF STONE , FROM BOARD OF HEALTH. \ Area = 43962 sq.ft 1.01 Acres AROUND AND 13" STONE UNDER i ALL �___,___ z W \ cF \\ v \� _i EG E N D ,I TE AND SEWAGE PLAN 100.0 PROPOSED SPOT ELEVATION OF 5 8 R H O D Y CIRCLE ~ \ 92 I 100x0 EXISTING SPOT ELEVATION I N Th 1.7 TOWN OF: 1� 100 Pf?OPOSEC' CONTOUR [\,/l A R S TO N S MILLS) B A R N S TA B L E p n \ LOT 56 - - 100 - -- EXIST!N^v CONTOUR PREPARED FOR: PETER JONES > 30 0 30 60 90 / BOARD OF ]HEALTH APPROVED DATE MA SCAL':: 1" = 30' DATE: SEPTEMBER 4, 1998 A off 508-362-4541 „ fax 508 362-9880 �'•�tallm Of BENCHMARK- CATCH BASIN down cape engineering, 1nC. h. N E �o h EL. =. 69.59 (ASSMD r_ CIVIL ENGINEERS' ?►'�yL �� SANDWICH QUAD) o� LAND tiQURVEYORS '�, '� ERGO 939 main st. yarmouth, ma 0267 --------------- ------ 9 7-4 0 0 F �. '� �i f�"�'T 11. O JALA, P.E., P.L.S. DA TE