Loading...
HomeMy WebLinkAbout1096 CRAIGVILLE BEACH ROAD - Health 1096 Craigville Beach Road Centerville A= 206-126 ---ter---- -------- -------- ------- - - ----------- ---_ . S M EADH No. 2-153LOR UPC 12534 smead.com • Made in USA i 4 i 'O°sr-cpc�s`� I C FIBER USW IN TM T PRODUCT W zi1 I OF THE SR PROGRAM WWW3FFW&VAAORG 041,9 Town of Barnstable po-13.2or 1KE Department of Regulatory Services nnRriaT�stz : Public Health Da�'llSgBDIl Date �2 R' 200 Main Street,Hyanuis MA 02601 f 6y7. ti� '7 Date Scheduled_ C!/✓'t — ��11 Time fee�°�• C y0' Soil Suitability Assessnien>tt f or Sewage Disposal tcrfonncdB WilnessedBy: r� (LOCATION ark GENERAL l[N FORNIIATION y Locution Address /096 C,,—v� �,r O�vner's Name C t'ivt�C.r��/t ��1 Address Assessor's Map/Parcel:64h& Engineer's Name �p y\ e, AvNEW CONSTRUCTION Telephone If (y af� ��r T Land Use � tom. ta-e Slopes(%) — Surface Stones A10- 9n, Distance's from: Open Water Body7lSd , It Possible Wet Area/ '. IL Drinking Water Well evff ft Drainage Way ft Property Line ft Other ft .SKE TCH., (Street came,dimensions of I xact locations of lest holes 8c pert tests,locale wetlands In proxinuty to Boles) �U G'V�ty2 Zpt4tn (o . Qx y y13 �0 1 °(LO - -- oe _7Z6 Parent material(geologic)_ Dc-plii w g Badikt, Depth to Groundwater: Standing Water In Hole: GV{r✓v plhg II'alil Pit Nor Estimated Seasonal High Groundwater ][➢]C`J<'EBJVHNaTATI[ON FOR SEASONAL HIGH WATER TABLE Method Used: 4L— DepthObserved standing in obs.hole: In. Depth to Soil ITIo4km: l III, Depth to weeping from side of obs.hole: -__ e In. Groundwater Adjusiment Index Well B Reading Date: Index Well level �, Adl,factoi, Atli,011PLIn)wuter Level I[ERCO7LATION TEST � Datu�1� ; Tim o'er Observation Holc## I Tinte at 9" Depth of Pcrc (2 ' 00-0 Time al 6" Start Pre-soak Time @ ' _ Time(9"-6") End Pre-soak �t Rate Min./Inc 11 7 /j AJY C1 Site Suitability Assessment: Silt Passed_ Sit..r,Failed: Additional Testing Needed(Y/t`I) Original; Public Health Dlvi:;ion Observation Hole Data To Be Completed on Back-- - ***If percolation test is to be conducted vvatiiin'100' of Weiland, YOU must first Uotify We. Barnstable Conservation IJivisioln Rt least One (1) Weep; prior to bEgillu i ng. Q:\SEPTIC\PL'+RCFORM.DOC DEEP-OBSER�rA TION HOLE LGG Depth from Soil Horizon Hole # Surface(in.) soil Texture Soil Color '+, (USDA) (M . Soil• Other unsell). Mottling (Structure,Stones;Boulders. a _ 7- G/� �-S Can istenc % ravel Al -9 DEEP OBsFRVA Depth from Soil Horizon TION HOLE LOG 1-101e Surface(in.) Soil Texture Soil Color (USDA) Soil Other (Mansell) Mottling (Structure,Stones,Boulders. 3 d ��Yoe / Consis enc %Gravel - L s z/ �i�j •�� LOG DIElE)P ®RS7ERVATION 11OLE1 Depth from Soil Horizon Hole# Surface(in) Soil Texture Soil Color. Soil (USDA) (Muns�ll Other Mottling (Structure,Stones,Boulders. Cgosisteney T.(3nvel) DE EP OBSERVATION HOLE LOG Depth from Soil Horizon ®le# Surface(in) Soil Texture Soil Color Soil (USDA) (Mansell) Mottlln Other g (Structure,Stones; Boulders, Consi�t_ency,�,6 t7ravrll Flood Insurance Rate Ma Above 500 year flood boundary No& Yes .- Within 500 year boundary No `/ Yes, i�,:' .-. Within 100yearnoodboundary No Yes i De o�f.l Occurring Pgwio us Material Does at least four feet of naturally occurring pervious material exist in all areas Observed tflroughout the area proposed for the soil absorption system? If not, what is the depth of naturally occurring pervious material? C'e>rte---- �c�tioor 1 certify that on �(�_ (date)I ha-;c passed iiic soil evaluator examination approved by the Department of Environmental.Protection and that the above analy.-is.was performed by me consistent with the required training, expertise and experience described in V'0 CMR 15.017. A ' Signature Dat& 7/// Q:1S.EPTICU'ERCFORM.DOC — ' �r D (G -(t'p vim z� ,,;,, 73 53 4JO of tPu No. r Fee 0 THE COMMONWEALTH OF MASSACHUSETTS, '"-Fnteredincomputer: Yes PUBLIC HEALTH DIVISIC%. TOWN OF BARNSTABLE, MASSACHUSETTS 9 1pplitation for Disposal 6pstrm Construction jhrmit Application for a Permit to Construct( ) Repair 0<'Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No.1,016 dr ic►+ i2eA. � ir<h OwMGNgG)ner'1s.Name,Address,and Tel.No. M Assessor's Map/Parcel 6 (® //'i' Installer's Name,Address,and Tel.No. 1615GY7.26. Designer's Name,Address,and Tel.No. S.Y��o��� Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building ,(ig,'dcr R', No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) dot gpd Design)flow provided aZj gpd Plan Date Number of sheets r Revision Date Title Size of Septic T D .r/ 1/ 5bo .el, Type of S.A.S. TA r'1 •A)a/S Description of Soil O es Med.-um S$4�d 14"-It, M.S. ,'•$-y 7 q Nature of Repairs or Alterations(Answer when applicable) try)S44 o' j 9 ����� $*Q-A L'f , anc.,e� CTA1hA'Ieq�"' q; Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed —� Date �a ao Application Approved by Date Application Disapproved by Date for the following reasons Permit No. Q b1 l 1(n Date IssuedI I Ia,T �b r No.1-0 �� ,p '/Co's � ��'�! t ` `��":r �� Fee�d< '-- f THE COMMONWEALTH OF MASSACH ETTS' teredincomputer: PUBLIC HEALTH DIVISI N�=T WN OF BARNSTABL M SS�AdOUSETTS Yes Rpplicatlon for ]Disposal 6pstrin Construction Pim t Application for a Permit to Construct( ) Repair Upgrade( ) Abandon( ) Complete System ❑Individual Components Location Address or Lot No. '11C &A c^ i2 ci. Ow ner's Name,Address,and Tel.No. /09G Cra:�v� Aw'cb-id SM,+h K' Assessor's Map/Parcel (e (o Installer's Name,Address,and Tel.No-' fb 15cy 711, Designer's Name,Address,and Tel.No. DL C. 4m R �;ICE- S. r,,„aL,, r~.9 67611 ,f7cwv� r e l^g,1.4te r Iv► Type of Building: £' Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building f/it d�., fi'a No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) gpd Design flow provided J gpd Plan Date Number of sheets Revision Date Title' tt11 / Size of Septic Tamkt'4L'5222,�/ /y 15-W � % Type of S.A.S. Description of Soil O'- i7" /yrdrur� S �,?"-9(, M.S. -Y 7 AV Nature of Repairs or Alterations(Answer when applicable) j- A ! �✓LL^ �'(,yq G a i Cif he (O ;C d D✓ S r 1 V.) ov"s C C L �sf�hvYlt�'i' a Date last inspected: a' Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Signed Date Application Approved by i v, VW-(- ,� �� �,�� Date q Application Disapproved by Date for the following reasons Permit No. 3 t1 1 1 f Date Issued �� 1 f THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired ) Upgraded( ) Abandoned( )by at t)49 2-,��'.�P;Uc �G,a has been constructedin accordance �. J1� , with the provisions of Title 5 and the for Disposal System Construction Permit No.(4 G// " / dated 7 J/ Installer /! R;��,_ Designer 12ejlj^ cqc. W re."114 #bedrooms e.ld Approved desi n floes ? and The issuance of this permit shali not be construed as a guarantee that the system`'will function a§ ss gn�ed Date 1j� Inspector,,-, No. n Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Misposar *pstem Construction Vermit Permission is hereby granted to Construct( ) Repair Upgrade( ) Abandon( ) System located at .14 9 G C,, g,o I t)f� 6«,c k je 4 , 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:Constr ction must be completed within three years of the date of this permit. Date / Approved by C� Lk 2 r S 52c f�d� �3-/0 � - f�P 7 ^^ u 2 /1 CC C� 1 V- Co e ,� Thomi as F. !�efler, DirFc or f �.'�TdS'd'ABLE; Jt�& Tah,Ife -1e.211h DW, ji eio1, Thomas McKeon, Director 00 1lYLiann &n eat,1-13Tarnnis9 1�U 02601 Ofnce: 508-862-4644 Fax: 508-740-6304 InstsHeTi & Designer (Certfficafion FOrin Datee �S R3 f� Sew,a-e Lean t"t ;(©/ / a Assessor's MaP\1Parcell ?®G .?( W � �� °� n 0-6 B-� ]Q�cesn�ero � �. � llinstall�ero A4 Address: / UGC 1 �d dress- On G/�5 -2011 �G/���� ;�e� was issued a permit to install a (dat (installer) septic system at L (21Y-a� I ( PCB based on a design dravnl Uy ( ddress) �OLAWfi` O'Alla, t ._P rvdated re16 /V d) /// (desib ) I 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 anal/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. H OF MASs9 o DANRLA. y�N o OJALA . ` (Installer's Signature) CIVIL No.46502 a/3 i e��G�`�w /QNAL �N esigner's Signanare) i (Affix Designer's Stamp klere) PLEASE RETURN TO BAMISTABLE PUBLIC 1MALTH[ DIVIS101?. CERTIFICATE OF O,i�i�� -LW—dC.E, �'t ILL NOT BE 6SS MD LTfiTH, BOTH THIS FORM AND ��-BST O�� AP R ECEW E➢BY TBE BARNSTABLE PUBLIC BEALTH D]CV][SION. THAP�K YOU. Q:HcaltMcptic/Desigaer Certificatioa Font 13-26-04.doc TOWN OF BARNSTABLE LOCATION 1096 Cf 61,�2U►Ile 9-G,k raSEWAGE VILLAGE ASSESSOR'S MAP&PARCEL P0(. INSTALLER'S NAME&PHONE NO. 9-L.C. SQ 6• SEPTIC TANK CAPACITY , A v ggD ell Z&4 Cam b. c 4n�- LEACHING FACILITY. (type) eky Z%X*111-A<' (size) "aY<x 6;,,x12 � NO.OF BEDROOMS �i✓a OWNER PERMIT DATE: 5!4 if COMPLIANCE DATE: ll 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) Al d9' Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 0 Feet FURNISHED BY C 4-- 31'6 -y=aa� Us ._f S 2 13 .VY , Do•_= 1v1S4s338 04-19-2011 1 =32 BARN;STABILE, LAND COURT REGISTRY DEED RESTRICTION WHEREAS, �IG�1a�( fMi7"�^ �y�CGu�o✓ 7�v Fo�a F 6 ()'a"�`10}�1"A, (owner's name) (address) MA is the owner of 10 Cra, y, f l t O(f4cK 4aj located (addre at c s / anfie- /41& 1 , MA (hereinafter referred to as and being shown on a plan entitled "Subdivision of Land in MA, Property of et al, duly recorded in Barnstable County Registry of Deeds in Plan Book , Page Or on Land Court Plan Number o2 ee-S L-.O-�- 3 WHEREAS^ at ; o, twm& &,u%ga•�as the owner of said lot has (owner's name) agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home built on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.ob0 State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR 15.200, State Environmental Code, Title V, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, dwdr NOW, THEREFORE, &'A^g"e -does hereby place the (owner's name) following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1- G U r � F114 may have constructed (addre ) _ upon the lot a house containing no more than 'I Wo "(2.) bedrooms. SA m_q_ agrees that this shall be permanent deed (owner's name) restriction affecting located on MA, and being shown on the plan recorded in PIn Book , Paged Or on Land Court Plan 902 80 �0�'37 For title of see the following deed: Book , Page Or Land Court Certificate of Title Number r736 5 E ecuted as a eal strum t �� day of Xpri I ao Lf Owner's signature KktckAt=(. Snt�tN, F[Ecolmo W Owners signature Owner's signature COMMONWEALTH OF016b �0 �� ' S 201( Then personM11- ppear d the abam, med I o a known to me to be the person who executed the foregoing instrument and acknowledged the same to be fr a act an deed, before me, Public ""' `vppuuunuuxy4 � ', Notary �y(EN AH w� •�A'RRF, ' T My commission exp'res: Lq GEORGIA (date)wait 1011 = (� } BARNSTABLE COUNTY A deedr A r 1 j REGISTRY OF DEEDS . , LAB �•.+'' F A TRUE COPY,ATTEST BARNSTABIE REGISTRY 0F OL' t ;., � ' JOHN F.MEADE REGISTER I I �I CCU v/I 3 S l l 1 l.i o v �I - - j _ _.� - - ,- - - - - - �, I-- - - - - , � - I' ; - - �� _ - - _ _ _ • - - - - _ . -- _ ,_ _ � - I . I SYSTEM DESIGN: LEGEND SYSTEM PROFILE ALL SYSTEM COMPONENTS SHALL BE NOTES` GARBAGE DISPOSER IS NOT ALLOWED PROVIDE MIN. 20" DIAM WATERTIGHT MARKED WITH MAGNETIC TAPE OR COMPARABLE MEANS FOR FUTURE LOCATION. ACCESS COVERS TO WITHIN 6" OF FIN. GRADE NGVD (NOT TO SCALE) 1. DATUM IS 99 - EXISTING CONTOUR ACCESS COVER TO FIN. GRADE OVER PUMP DESIGN FLOW: 2 BEDROOMS ® 110 GPD 220 GPD 5a (PROVIDE INSPECTION PORTS TO 2. MUNICIPAL WATER IS EXISTING o X 99.1 EXIST. SPOT ELEV. USE A 220 GPD DESIGN FLOW** rr 4' WITHIN 3" OF FINISH GRADE 99 \ ' S•8' MINI RSYSTEM 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. -{�-- PROPOSED CONTOUR MUM 35 OF COVER OVER PRECAST 2% SLOPE REQUIRED OVER 8.Z SEPTIC TANK: 220 GPD (2) _ 440 PRECASTl H-10 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS . 198.4 TO BE AASHO H- �+ PROPOSED SPOT EL. ZQ PROP. TEE TH1 USE A 2000 GAL. H-20 SEPTIC TANK/PUMP CHAMBER 4"AscH4o PVc COMBINATION PIPES LEVEL 1ST 2' 5. PIPE JOINTS TO BE MADE WATERTIGHT. o� orseshoe Ln TEST HOLE 3 87' < 7.4' 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH a`° 2% SLOPE OF GROUND LEACHING: 10" 200o GAL HI-20 310 CMR 1.5.000 (TITLE 5.) ocus .. 3.65 TEE Lodd 5'T PC COMB. u u , �� UTILITY POLE 4.73 SF/LF x 4 LENGTH = 18.92 SF PER o o0o��000o�oa �c 7•01 7. THIS PLAN IS FOR PROPOSED WORK ONLY AND NOT TO QUICK4 PLUS STANDARD LP UNIT SEE DETAIL , 000a o,000,o �o�o�o�o�o�o o� BE USED FOR LOT LINE STAKING OR ANY OTHER In °d FIRE HYDRANT 7.28' 7.11 ' 0.28' PURPOSE. f�°t g e0ch IDC 220 GPD 0.74 GPD SF = 297 SF LEACHING 6 S ' on Ro NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING / / o 0 0 0 0 0 0 0 0 0 o c 6""MIN. SUMP 8. PIPE FOR SEPTIC SYSTEM TO SCH. 40-4" PVC. ]�� REQ D o 0 0 0 0 0 0 0 0 0 0 0 12 MIN. INT. DIM. 16 QUICK4 STANDARD LP UNITS Nantucket 0 0 0 0 0 0 0 0 0 0 o c (NO STONE PROPOSED) 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED Sound O�O�O�O�O�O O� O�O�O�O�O� 297 SF/18.88 SF/UNIT = 15.7 'UNITS 6" CRUSHED STONE OR MECHANICAL WITHOUT INSPECTION BY BOARD OF HEALTH AND COMPACTION. (15.221 [21) PERMISSION OBTAINED FROM BOARD OF HEALTH. *THE INSTALLER SHALL VERIFY THE 5' 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING LOCATIONS OF ALL UTILITIES AND ALL THEREFORE, USE GRAVELLESS SYSTEM OF (16) 2 1 ( 1 % SLOPE) DIGSAFE (1-888-344-7233) AND VERIFYING THE LOGS MAP BUILDING SEWER OUTLETS AND QUICK4 STANDARD LP UNITS IN FIELD ( % SLOPE) ( % SLOPE) LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES CONFIGURATION AS SHOWN , , LEACHING PRIOR TO COMMENCEMENT OF WORK. NOT TO SCALE ELEVATIONS PRIOR TO INSTALLING ANY FOUNDATION 11 SEPTIC TANK UMP CHAM 60 D BOX 12 FACILITY PORTION OF SEPTIC SYSTEM 16 UNITS x 18.92 SF/UNIT = 302.7 SF> 297 SF COMBINATION USE HIGHEST G-W AT EL 1.73' 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE ASSESSORS MAP 206 PARCEL 26 302.7 SF X 0.74 = 224 GPD (OK) (TIDALLY INFLUENCED) LEACH LEACHING FACILEMOVED 5' ITY. AND AROUND THE PROPOSED 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND ** 2 BEDROOM DEED RESTRICTION REQUIRED MONITORING WELL SET AND REMOVED. AUTOMATED WATER / t ELEVATIONS TAKEN OVER 13: INSTALLER SHALL CONFIRM THAT ELECTRICAL SYSTEM NEW MOON CYCLE (MARCH IS SUITABLE FOR PUMP INSTALLATION / 2, 2011 THRU MARCH 7TH) \ / WF 8A EDGE _OF / \ WF #9 WF #2A } WF #2 \ ACCESS FOR ROUTINE MAINTENANCE I WF 12 MUST BE PROVIDED FOR ZABEL FILTER. TO FINISH GRADE COVER \ I #10 WF 11 'EDGE OF WE INSTALLER MUST FOLLOW ALL # _ _nA� PROPER FILTER INSTALLATION TEST FOR 1 EST HOLE LOGS WF 88 NOTE: 400+ GAL. RESERVE MA WETLAND FLAGS AS PER PLAN BY PESCE ENGINEERING FOR #1112 PROVIDED IN Pc ENGINEER: ARNE H. OJALA, PE, SE ' ALL RUN-OFF TO BE DIRECTED AWAY FROM PROP. VENT WITH CHARCOAL FILTER CRAIGVILLE BEACH ROAD, PREPARED FOR DAVID G. DRAKE, DATED DAVID IRS APPROVED DATE BOARD OF HEALTHAND ALARM AND CONTROL PANEL WITNESS. ABUTTING LOT (PROVIDE SWALES AS NEC.) CONTRACTOR WTH(HOMEOWNERIMENT BY (FINAL REVISION) 6/14/00 TO BE INSTALLED INSIDE \ � \<%' �� !�� %yi%'\ STANTON,' 1i�1i��i 1i„i�;i CONSULTATION) DATE: BUILDING. ALARM TO BE ON 3 7 11 SEPARATE CIRCUIT FROM PUMP INV. IN 3.65 \4.54 ZABEL FILTER 2" PRESSURE LINE < 2 MIN/INCH FLOAT SWITCH ALARM ON (A100) 21" TEE SLOPE TO DRAIN BACK (NO LOW PTS.) PERC. RATE = 13205 \ OUTLET TEE W/EXTENSION WEEP HOLE CLASS I SOILS P# SETTINGS: 1500 GAL. MI . x 3. 7 \ PUMP ON " THIS SIDE CHECK VALVE VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE 6" WORKING RANGE 6 OF BAFFLE ELF/ ELEV. IMMEDIATELY GRANTED BY THE BOARD OF HEALTH AGENT OR x 3.59' \ MYERS SRM 4 w - w BY HEALTH INSPECTOR 3 59 \ BENCHMARK: USE 6„ 8.0' SUBMERSIBLE 4/10 HP PUMP ,, 4 , „ 2j . x .04 cF o CONC. BOUND AT PUMP OFF t3" SYSTEM (OR EQUAL) 0 5.6 p 5.6 PAPERWORK AND HEARING REDUCTION PROPOSALS APPROVED 1 EL. 7.0' (ON BLOCK) BY THE BOARD OF HEALTH REVISED DURING A PUBLIC o00 0000o co 0/A 0/A HEARING HELD ON AUG. 4, 2009 � 4 DOSES PER DAY, AT 55 GAL. PER o00000 DODO 000 DODO LS LS x-4.25 5. DOSE 6" WORKING RANGE) 11 � 2" 1OYR 2 1 2" 1OYR 2 1 ' x 3.46 4 � PROP. CONC. RET.- WALL � 6" BAFFLE � / 2) FAILED SYSTEMS ONLY I- SEPTIC SYSTEM COMPONENT TO x 3.20 TOP WALL EL. 7.4 FOUNDATION SETBACK, IF AN IMPERVIOUS LINER IS DESIGNED x 6 (SEE DETAIL) E E AND INSTALLED (10' OR GREATER ALLOWED). 4. 8 3.23 2000 GAL. H-20 SEPTIC TANK/PUMP CHAMBER COMBINATION MS MS .39 6.7 ADD CONC. BLOCK \9.54 OR LANDSCAPE TIE _ Y (NOT TO SCALE) 1 OYR 5/1 1 OYR 5/1 11 %, 36 x 7 TO PROVIDE SUPPORT FOR REQUIRED FILL 8 8 3.67 x 3.5 \ OVER D'BOX BW BW EXIST. DWELL. \ (APPROX. PER GIS) ,��. x 6.5 \ MS MS f ! x 4.28 TH \ 12„ 2.5Y 5/4 4.6' 12" 2.5Y 5/4 4.6' x 5. 10.01 DWELLING 6. 1 #1112 TH \ d x p BUOYANCY CALCS: 3 7 x 5.13 18' \ 2000 GAL H-20 ST/PC CHAMBER WGT: ' x \ 25,080 LBS (SHOREY) PERC C C x DECK 38 62.4 x 6' x 11' x 4.18' = 17,215 MS MS x 5.79 �5O LBS UP (OK) 6.39 5 49 UTIL POLE �y5 zPH WIRES 32 52" OBS WATER 1.2' 52" OBS WATER 1 .2' GAS EXISTING DWELLING I' METER TOP FNDN. = 6.54' 11 2.5Y 7 4 2.5Y 7 4 ED 6 89 96" / -2.4' 96" / -2.4' 6.09 COR BRICK -_ 9 INV. OUT 5' REMOVAL OF UNSUITABLE SOIL,REQUIRED LANDING AROUND PERIMETER OF LEACHING:FACILITY, 4f�tTER W ��� -,CESSPOOL /�,CAST IRON DOWN TO SUITABLE SOIL LAYER. REPLACE ELEV. = 6.8 �p II ELEV. = 3.87' NOTE: ENGINEER MUST STAKE, �o ,76 �� WITH CLEAN MED. SAND, TO MEET SUPERVISE AND CERTIFY RETAINING �l _ X .0 5.74 SPECIFICATIONS OF 310 CMR 15.255(3) /y� ( �x�5.73 I I o WALL INSTALLATION . �. 3 ��� VJ� N 5 79 x 3 EXISTING P Y Di O DWELLING x 67 5.35 NI x584 EXISTING �I I Q8.a��0' x 7 5.91 m 21.49 DWELLING OVERFLOW? EL. 7.4' 10" #1100 5 6 33 W 5 48 x 5.6g 40 MIL POLY VINYL AND MASTIC TITLE %.4p %`."%jp I T i PLAN 5.27 x 5.75 .> OIN INSIDE OF RETAINING WALL x 20,62 BENCHMARK i,:••';•.. . OF 1J��82 %> 01C X-, . - \ 5. CONCRETE BOUND (6) #3 BARS CONT. FOR ELEV. = 5.33' {,:; j: HORIZONTAL REINFORCEMENT ,x�6 .98 .29 �,9.2, (TYP) 1096 CRAIGVILLE BEACH ROAD LOT 37 NOTE: DECK MAY NEED TO BE ,,. 3,4' 2" CLEAR 7,285 SFf MODIFIED/REMOVED DURING �• 4 4' EL. 5f' CENT'ER V ILLE x'4.63 ^• ,.:' :: %: #3 BARS 12" O.C. FOR 5.07 CONSTRUCTION OF RET. WALL 16 ^ r ,. VERTICAL REINFORCEMENT �O I AND/OR SEPTIC SYSTEM }, x-4 58 -x 4,46 \\ 1\4.50 I -N w ' z. i'2" ' PREPARED FOR .9D �57 L±-:E24- 4 \x'�.1 o x � • 2" CLEAR "4 4.44 h' \ 0� =3.0' BASE ELEV. MICHAEL SMITH _ �� x 5.10� \ \ � 1 SAS.DIMENSIONS \ 4.93 .39 * 4.95 1" - 20' �`-28". ,. �9L�o\ �o 4.41 NATURAL SOIL MARCH 14, 2011 0� o\ \ o FLAGPOLE REV. 4/21 /1 1 (UNITS & WALL DIMS.) \O (S 4.52 Scale: 1"= 20' 4.96 CONC. RETAINING WALL NOT TO SCALE k 4 8� 0 10 20 30 40 50 FEET \ \ �yJN OF MgSS� ✓✓$ ���{0 MA S'� -~ off 508-362-4541 q1, fax 508-362-9880 DANI�LA DANIEL �\ downcope.com \ 0 OJALA A \ \ 02 �,OJALA D v down cape engineering, inc, ONA1� FF �� d civil engineers \ O F S � \ � s a�.. Ian surveyors k 4.70 '`�-ti\-1\ ' v ~ 939 Main Street ( R to 6A) DATE DANIEL A. OJALA, P4 P.L.S. YARMOUTHPORT MA 02675 >-040