Loading...
HomeMy WebLinkAbout1435 HYANNIS-BARNSTABLE ROAD - Health 143-5 - annis-Barnstable Road arnstable A=`298 -033 Il f. 'f 0 i I i �I I t i I i I I lili�EADI Wo.2453LBE UPC 12034 omaAd.com • M. In USA i i Town of Barnstable r# Department of Regulatory Services EA r Public Health Division Dav t6J9� _ 200 Main Street,Hyannis MA 02601 Date Scheduled k9Time r Fee Pd. } 'Soil Suitability Assessment or SBWVa a Dis osal f g p Performed By: Witnessed By: LOCATION& GENERAL INFORMATION Location Address 1'14 3 S !-�`(W✓+n i 5 - 3 Arna rr�l e a j) Owner's Name ���GQI'VITI�bI� Address >! T""c Assessor's Map/Parcel: �Ct'6/b 3 3 Engineer's Name.C✓ '�` � ' �n�'' NEW CONSTRUCTION REPAIR Telephone# i O F L(Z L1 v14 Land Use aS'd—' twl lc Gs Slopes Surface Stones Distances from: Open Water Body 11 Possible Wet Area ft Drinking Water Well ft- Y Drainage Way ft Property Line ft Other ft SKETCH:(Street name,.dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximityito holes) IF s Parent material(geologic)! Q CICt' U ` Depth to Bedrock Depth to Groundwater. Standing Water.in Hole: Weeping from Pit Face n/ .����� ^,- Estimated Seasonal High Groundwater - i^(b�^"^Q'�'� f�neGC fl vc I DETERMINATION FOR SEASONAL HIGH WATER FABLE Method Used: Depth Observed standing in obs.hole: _ — _- in, Depth to soil mottles: 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 We` a Thne ILI Observation - Hole# Time at 9" /I L Depth of Perc _ Time at 6" l Start Pre-soak Time @ - _ lime.(9"-6") tYWA ,J- End Pre-soak 3` Rate MinJlnch i iveln - j s 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:XSEPTICVERCFORM.DOC 2001 - O � DEEP.OBSERVATION HOLE LOG Hole# Depth from, Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. 'Consistency,% ravel ,0 1. p►^ k P413 ef r , DEEP OBSERVATION HOLE LOG Hole Depth from Soil Horizon Soil Texture Soil Color . Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones,Boulders. nsi en rav u � �. � � � rta,r•.t` 1�7 ��� r, i� ZL� DEEP OBSERVATION HOLE LOG Hole Depth.from Soil Horizon Soil Texture Soil Color Soil . Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. 1 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. onsi ten Flood Insur ance Rate Map: Above 500 year flood boundary No_ Yes . Within 500 year boundary No Yes Within 100 year flood boundary No X Yes Depth of Naturallv Occurrine Pervious Material Does at least four feet of naturally occurring pervi us material exist in all areas observed throughout the area proposed for the soil absorption system? Z If not,what is the depth of naturally occurring p vious material? Certification I certify that on �0 i(date)I have passed the soil evaluator examination approved by the Department of Environ en 1 Protection and that the above analysis was performed by me consistent with . the required ira ing,expertise nd experience described in 310 CiYIR 15.017. / c� Signature �" f Date g � Q:\SEPnCVERCFORM.DOC • is; S`e�o��Ce '�ti.�L �"laop3 ?ot3s/S3 ` >>>> TOWN OF BARNSTABLE vloC LOCATION/VJS �/�rQssr _�cr�l. IBC SEWAGE# VILLAGE ASSESSOR'S MAP&PARCELr,291` 0313 INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY.(typed v (siz NO.OF BEDROOMS OWNER BkMff m -fy3ou PERMIT DATE: �� ?d 6� COMPLIANCE DATE: Y,7 _ 6 9 I l 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 2.00 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY� a� a3 3G . Ay gip ;, As- IL 1 !� No. d-.•i l 3 ' ' ii Fee ✓ THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: e� PUBLIC HEALTH DIVIS`ION -TOWN OF BARNSTABLE, MASSACHUSETTS applitation for Disposal .pstem Constl'utti®n Vermit Application for a Permit to Construct( ) Repair( ) Upgrade( ) Abandon( ) ❑Complete System ndividual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Asssesssor's�Vi�/Parcel ,85 AA;d \ OriJ Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 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) gpd Design flow provided gpd 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 Certificate of Compliance has been issued by this Board of Health. Signed _ Date c � Application Approved by V C. Date Application Disapproved by Date for the following reasons Permit No. -o ( 3 S Date Issued 3� --_- ---- _--- - - _= _ --- — No. f—b Fee THE CO�MM ON ALTH•OF MASSACHUSETTS Entered in computer: e PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS 01pplitation for Disposal Epstein Construction 3dermit Application for a Permit to Construct( ) Repair( ) Upgradej ) Abarid'on( ) ❑Complete System El Individual ividual Components Location Address or Lot No. Owner's Name,Address,and Tel.No. Assessors p/Parcel �.S h 1S � k-0 1 Installer's Name,Address,and Te171Ro f Designer's Name,Address,and Tel.No. �l�C.l,�� �6 5�8-61�`Ir-g9oZ_ S' eye. 3bZ-S1S ? Type of Building: fi 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) w gpd Design flow provided gpd 4. Plan, Date Number of sheets "" Revision Date Title 1 J Size of Septic Tank Type of S.A.S. Description of Soil 4 : e Nature of Repairs or Alterations(Answer when applicable) Date last inspected: r 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 f Compliance has been issued by this Board of Health. Signed Date Jd t rr Application Approved by Date 1> ? Application Disapproved', Date . for the following reasons Permit No. D I. Date Issued Li bl I ( ` 6.; TIC Z COMMONWEALTH OF MASSACHUSETTS 4T� ~ BARNSTABLE,MASSACHUSETTS, �. (� f Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired( J'' _-Upgraded( ) Abandoned( )by Z vcT ' f at (y 3 -���-v.�.s ��ss'Y\alias been constructed in accordance ) with the provisions of Title 5 and the for Disposal System Construction Permit No.2 01 ' f 3 dated 9 r ! Installer VAcc"V �� +� Designer S-)eye— ' #bedrooms N . Approved design flow -1" 7 A. /j gpd The issuance f this pe tsh `1 not be ons ..ued as a guarantee that the system wi �funtion_ as desi1'ned. Date Inspector ------------------------------ ------- ------ -- - - - --- ------------------------------------------- No. .�( . �S '� Fee THE COMMONWEALTH OF MASSACHUSETTS ' PUBLIC HEALTH DIVISION-BARNSTABLE,MASSACHUSETTS Misposal 6pstem Construction Vermit 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. r Provided:Construction must be completed within three years of the date of this permit. �r Date_ "If 1 Approved by '� TO_ . OF BARNSTABLE 4. LOCATION / SEWAGE # V11L-AGE ieCZh_(A fa& ASSESSOR'S MAP & LOT -2-9 6 3� INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY / LEACHING FACILITY: (type) �Sr Quo G-r (size) NO.OF BEDROOMS BUILDER OWNE VIfA Zp-eu� -C'F PERMITDATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table and 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 1 ov, �. �s TOWN OF BARNSTABLE _LOCATION /y3s- ��I anni;i_ srn 9d SEWAGE# 01 — 7,2 VILLAGE �S�/A„� (,� ASSESSOR'S MAP&PARCEL J-9 3?, INSTALLER'S NAME&PHONE NO. C�nA�il�P /�i�Qr/�e^rJf 1 i SEPTIC TANK CAPACITY LEACHING FACILITY. (type) 7�., (size) Q) NO.OF BEDROOMS OWNER �c9r�� �d Q��,J PERMIT DATE: -1 .3 o—oq COMPLIANCE DATE: + Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility. WO 1040 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 �4 Ay' ,00,0 82 -33 s 33 39;� Bq No. Z 0 r1Z Fee /00 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS. Yes 2ppliLation for Mispo8al 6pstem Construction 3pQrmit Application for a Permit to Construct( ) Repair�0 Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. r q 3 S Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 2tj F/03 3 Sa-r Installer's Name,Address,and Tel.No. (,4 E4r&i-e Designer's Name,Address,and Tel.No. (sqx(�;� /vy€ Type of Building: Dwelling No.of Bedrooms 2 Lot Size .31,Uo O-t sq.ft. Garbage Grinder( ) Other Type of Building 5 i n.t c k No.of Persons owers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) Zc7 gpd Design flow pr vid d 3 V8• d gP Plan Date 3-Z 3.D q Number of sheets Revision Dat 'Zi-zo!7 Title Size of Septic Tank Type of S.A.S. Z S-rn_e 1•e i> i f v�cLt 2 `'bescription of Soil 5;•Q c e)a„ Nature ofRe airs or Alterations(Answer when applicable) 5 0n I1-/a S• i- o 3)- r3.y,,. Tx, -es 5 Date last inspected: 'Zd QOJ 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 Heal Signed Date 3 ^3 0 Application Approved by 6 Date 3 -SO ZOd Application Disapproved by Date for the following reasons Permit No. 2.D6 r O 7 rj Date Issued 3 3 0 200 No. Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in compute,: PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes application for Misposal 6pstem Construction Permit Application for a Permit to Construct( ) Repairoo bpgrade( Abandon( ) E]Complete System El individual Components Location Address or Lot No. IL435- J Owner's Name,Address,and Tel.No. -Assessor's Map/Parcel 2� Wlc;>3 3 Installer's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. '13,-, r Ply E Type of Building: Dwelling No.of Bedrooms Z Lot Size 31,0VO-t sq.ft. Garbage Grinder I Other -- Type of Building No.of Persons Showers( ) Cafeteria( Other Fixtures f)esign Flow(min.required) S 2-D gpd Design flow -3 v8 Plan Date' 3-23-0q Number of sheets provid ZOvg gpd Revision Date Title I L-1 3 5-- '�I,,Size of Septic Tank So 4- 10 Type of S.A.S. 2- C, 7 escription of Soil Nature of Repairs or Alterations(Answer when applicable) I ij-ia 3,z,w T� Date last inspected: -2-00,7 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 Healt Signed Date 3 3 0 -LIDOS Application Approved by , / Date 3 -SO -ZC) �j Application Disapproved by Date for the following reasons Permit No. Z 06 CA Date Issued_3 /S 0/ 200 q- - - ------------------------------------------------- ------------------------------------------------------- ----------- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,thatthe On-site Sewage Disposal system Constructed Repaired(K) Upgraded Abandoned( )by r-44ZL,2 UL, 0-" V1 5-e j at (ZA) )-r has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.la:;-1 -672dated 3 3,01ol Installer V� < Designer -0 4*rL--n 4 Nq C- Approved design flow gpd bedrooms 7" The issuance of this peRigshall ftt be construed as a guarantee that the systern-OfIl M i_o�'as designed. Date 916q .. /1, Inspector M - -------------------------------�­------ --------------------------------------------- No. 2_66 ci Fee THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION,-BARNSTABLE,MASSACHUSETTS Zisposal 6pstem Construction Permit Permission is hereby granted to Construct Repair O Upgrade Abandon System located at. 1LA35' 1 ✓�^A 1�4XPAN V-A-G I-e 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 within three years of the date of this permit. Date M,4 J2_e 3 0, '_2 0 oGj- Approved by 04/10/2009 11:15 FAX 5084283928 CAPEWIDE 1a 001/002 APR-10-2009 11:06A FRU11: T0:815084283926 P.3 r Town of Barnstable Regulatory Services Thomas F.Geller,Director �BM Public Health Division s679's Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Date: a,10 o Sewage Permit#Zoa9-o Z Assessor's Map/Parcel Installer&Designer Certification Form Designer: 6wrl= OL f; F Installer: 2XAff3 Address: f1�a� Address: yQn K PAP L�l? Ntc oz63Z On 7D 01 dftf9W-LVfi— e3.1T'. was issued a permit to install a (date) (installer) septic system at 143 1ti based on a design drawn by (address) �. dated 3 t3 fl 2S (desi er) 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 and/or septic tank. Stripout (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 Re 1 tions. Plan revision or certified as-built by designer to follow. Stripout(if requ' cted and the soils were found satisfactory. STEPHEN - � N c� MATSON staller's Si tore CIVIL 4 N0.46345 p0't�Ff'fSTS �ssfONA L E�G`a ( esignWi gnature (Affix Desi6fiW Here PLEASE RETURN TO BARN-STABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WELL NOT BE ISSUED UNTIL BOTH THIS FORM AND A& BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DIVISION. TIIANK YOU. gAoMce for mMeeignereedificotion form doc BM. FINISH FLOOR-86.0 ACCESS COVERS MUST BE WITHIN` 6 OF FINISH GRADE 78. 11 4' DIAM PIPE a, 76. 0 GAS 75.5 74.96F7 ��� 75. 75 BAFFLE 75. 13 74.69 73. 75 EXISTING EX/STING1EACHING SYSTEM _ D-BOX REL 0CA TED , 1500 GAL 67 CRUSHED S TONE-OR SEPTIC- TANK COMPACTED BASE . PROF l L E : NOT TO ,SCALE 3/5.00 ' L 0 T AREA 3/ , l96+ S. F. , ; EXISTING \ \e SAS 76 — \• '..' EXISTING '. ,4 TANK l EXISTING D-BOX IV t REMOVE E s / DECK' NG �a 16/ DIYEL[ING FF.86 0 RELOCATE. PROP ED O I5�00 GALLON DI ON N SEPTIC TANK Op' 332. 00 A �o 05 1q +in 0 /0 20 40 F f 1 k Y (r ROUTE 64 S E`P T l C S' Y S.:T E M . 0.E S' l G N Y l 435 HYANN I. S BARNS,TABLE ROAD MAP 298 PARCEL 33 o • ."., BARNS TABLE MA y BRAG 5 LN PREPARED FOR , coc s v BR 'l AN ,•TY. SON 190 r SCALE : l '' — 20 APR fL 29 . 2013 F ' STEPHEN A . HAAS ENGINEERING ; INC 923 Rou t e 6A Y,armouthpor t MA . 02675 362-8 1 32 JOB NO: /3-033 - z _ BM. FINISH FLOOR-86. 0 ACCESS COVERS MUST.BE WITHIN 6" OF FINISH GRADE 78. 1 4• DIAM PIPE T 76. 0 ov 75 5GAS 74.96 75. 75 BAFFLED„ 75. 13 �� 73.75 74.69 EXISTING EXISTING LEACHING SYSTEM D-BOX RELOCATED , 1500 GAL V CRUSHED STONE OR . SEPT I C TANK COMPACTED BASE PROF / L E NOT TO SCALE 00 LOT AREA 3/ . 196+ S. F. EXISTING \ { SAS _.. 76 — ,• .......... EXISTING / TANK EXISTING / D-BOX W REMOVE DECK FDFELC.ING .0 ` RELOCATFp 0 PROPp 1500 GALLON "' ADD/ � ON ' SEPTIC TANK • 332.00 4. j ARv • un. 0 /0 20 40 ti 41 R°UTEsq SEPT / C S YS. TEM f DES l ON 1435 HYANNIS - BARNSTABLE ROAD 0- MAP. 298 PARCEL 33 - BARNS TABL E . MA y gRAGGS LN PREPARED FOR L OC S BR. l AN TYSON N ROTE6` 4., 4. .SCALE;': 1' 20 'APR I L 29 . 2013 STEPHEN A HAAS _ENGINEERING , INC 923 Route 6A Ya rmo u t In p o r t , MA . 02675 . l!•cti /�\1/ � (508 ) 362-8 1 32 L O 1. V S /V/A P JOB N0: /3-033 i3 01 First Flo =---- [Area: 1243 ft2] ' Wood Deck i i [Arad:356 W] ; 46 A ; Bath Dining Kitchen Bedroom 00 N — --J Bedroom Living 16 �} 25 .. ...,. .. �.g i r......v FlrstFloor 1243 tt'First Floor WoodOe • ,' :,w.... .wa.,; <: i1 5x x100=1243tf 14 x' 0.5D= 356 ft=tl 1 x 35 ft, 'S x = .12.5 8' tl 25'0%"x G.50 15"x 0.5D= 187.5ft=,ts 28'x 16'x 0.50= . • M .-. s. , tl: 28'7"%"x 10h"x' 24 H. 14, 0.33=" r.. t 41'D�s"x 140 yg x 0.34= 644.00 ft' P.O. Box 877 South Yarmouth, MA 02664 508-394-0101 Fax: 508-760-8149 (A i • tv2Y e f . - �'d'efNa W}d' — in 74. mos l � I Tb post i : I i �•&, fit. + z—: i, '. � - �:p.,n ( i ' `';�Leas�`� j � • _ ! E • r - i a I ; r p a �� ____-_..._..... _r,.�.+.�_-mm..-.•.-R._• .._....___.-.�---.�..-....:�.___.-.__.:-.._._�-�... �._{ .mac.-:�.� ._ .. - - t t^N 4v . F i V F (§Pd De .r M tl rooln i, `a ,�-- ' -� — foal d t j i 1 s3 i 1 A � 1 . - • .. _ _ _ k ` - - .. a . vJ r — . s c fly. a d l a �Y cqp S MAP 298 LOT •1 06 - ,-- a N r EE _ f _ © LOCUS S KHTIKIAN , MOTCHELL L 9�' � / PROPOSED & CAROL ANN;• , �" . ct, 9 1.4'X21 ' ADD S / 6y _ - -- �85�43-,�6, 92- - -� _ y v tNP O _ • ` f _ `' 0 2A--9' � CqN Q? Q - - - - - - - - - - 4 —/—{ - - - - - t ,, gro cl J » o 2 �GRq VET o RO —t4jd 90 W r ". �!�riir. V TE 6 CO - o MAP 298 PITj o � '033 #1435 ►_- -MAP o L co o - - ' °� , _ FF=98 . 1 5 ;f LAWN o~ CO �. _ 1 "=1 ,000't ;, icy .. ,.- . � z r ;r J Lj c AWN .f X �%�'rr-rirri:'r;�irr _ I LOT'AREA (REQ' ) 65,000 S.F. f L'1SG SETBAC go } H6WERf— LOT'AREA (PROV'D) 31 , 190 S.F. f • - - -- - - - - - - - - - TY. - - - - y GRAVEL m � ( 9 e FRONTAGE (REQ'D) 20 257 . 66 ' - _ `I FRONTAGE 100.o0 — N82 °56 ' 40"W 96 -- W FRONT YARD!(REQ'D) _ 30' _ R 46 5 _N8256 , 4 0' 'o- UP YZ�% FRON T YARD r*(POV'D) -i 64 °= SIDE YARD (REQ'D) - 15' MAP 297 LOT 011 : ' 'MA I P -297 LOT- 010 _ SIDE YARD (PROV'o) 18.3_' NSF, - • - - ��' �- �- N F < - REAR YARD '(REQ'D) - 15' MOR I ARTY , ROBERT M JR . v STALL I NGS , DEWAYNE W. REAR, YARD (:PROV'D) 218.8' & KATHLEEN A . GENERAL NOTES _ r B E- NCHMARK 1 RECORD OWNER IS: 6: THE SITE IS .LOCATEDWITHIN'THE -"RG" "ZONE AS IDENTIFIED-.ON THE z y TYSON, BRIAN J . .BARNSTABLE COUNTY ON LINE ASSESSORS DATABASE. 1435 HYANN I S—BARNSTABLE RD F - - 3 FIRST 'FLOOR BARNSTABLE, MA. 02630 7' EXIST'ING CONDITIONS SHOWN HEREONWERE COMPILED FROM' F..IELD'' SURVEY : _ D DEED BOOK: 24457 PAGE: 68 PERFORMED BY, EXISTING GRADE INCI N FEBRUARY 2017. # E N 5 ,R 1 435; HYANN`I S BAR „ E N = . - }L 0# VAT 98 2. PROPERTY IS SHOWN AS LOT 33 ON ASSESSOR'S MAP 298. 8.AORIGIN,'OF ELEVATIONS IS ASSUMED. 3. PROPERTY LINES DEPICTED HEREON ARE BASED ON A FIELD SURVEY BY 9. ALL DIMENSIONS SHOWN ARE PERPENDICULAR TO PROPERTY LINES. EXISTING GRADE INC. IN FEBRUARY 2017 AND COMPILED FROM PLANS AND ' DEEDS ON RECORD. 10. SEPTIC' LOCATIONS SHOWN BASED UPON AS—BUILT RECORDS PROVIDED BY THE; BARNSTABLE ASSESSORS ON L-INE DATA BASE:V 4. ORIGIN OF BEARINGS IS PLAN BOOK 133 PAGE 39-2. ; r 5. PARCEL LIES WITHIN THE FLOOD ZONE X PER FIRM PANEL #558 OF 875, ` ~ COMMUNITY PANEL NUMBER 25001CO558J MAP, LAST REVISED JULY 16, 2014,` '' 17 AS SHOWN ON THE FEMA ON LINE DATA BASE. - Existing Grade Inc. Surveyors & Civil Engineers MWAM _ r CL I ENT PROJECT NO. PO Box 612 SCALE PROPOSED ADDITION PLAN 1700 Dennisport, MA 02639 TATRA BUILDING COMPANY, INC . FOR DATE: 03 10 17 �_ 0 15' 30' 4M �ooa 775 ROUTE 28 1 435 HYANN I S-BARNSTABLE RD SHEET NO. 508-694-6501 Ph/Fax DENNIS , MA. 02670 # DATE REVISIONS BARNSTABLE , MA . 02630 1 OF 1 �° S: "� - _ ' 1) THE NTENi OF 1HS PLAN 6 TO DEBiGNI A SEPTIC SYSTEM REPAIR AT LOCUS. TN IS PLAN 6 NOT TO BE !� y n E ` - p• �f 11 ,, r i .. ♦oVi d.4q,:M''1i �i-`✓c}f • � -.._. .._..._._..._ _ � 'JNc�GY .., ;'.., .f"•>=- u.r--�'-_�!". �..., �{�'1, .A,° sir' _: ,. n_ • • _ _ � �'rt� r 1 As A PROPERn oR callomoNs `- 4 xj ` - f 2) LOCUS AREA 6 oowrRSEn OF ZONE IS WIN AP VA91AY l� MA , �} -.f- P 298 PARCEL 033 a► ,a t tTellkj w a �;,tip r .,,a r .�f; n * -���� `,' � �� � .• iyP 1 �? _ ...---'-/ / l r✓ ` , J, try 1"y� .. \ • , ` • •_-.» ..-.._.--_..._. -- DEED OM 22M PAC 20k VA7ED SR{1fl 27. 20 1L ....---. � 1H'E AT THE BARNb`TARE REtISTRY � `mod ,'. a/ 'y `'Y "• {♦ : "tea '; t M - r ° tti la��t K ;� 7♦ ♦ '1 }t�r ''�". '• r' • .A. • ! .- � u .. Ji ' �DEEDS IN a1 i\S tj ' �j'� Jr rl _._ (1 -~ / ;; R/AN+r�u�rNNr' oEm L�clou 22» N�cE aoe (03/27/0� NNLD If OItE11► •� 1435 ROAD MA. 51 DO ENSIC)N ��J 41SSM FROM BVINS11ABLE CIS { , C r'v� ENIIER OF RgAQ CIS ELEWITION 7 ohs 'rl�_-y�.d• '1 • R^ ^a S) 0EE COON 9. 2009 AND FROM GISMIAM IS FROM AN WMIATION OINAI ED OF BMSME Go : ix r a DEPARiNlENT. 1 ,1l giiON IS MP ODIIIATE IF ANY DOS'W IMMMflON SLM IS QEIEDNED TO K ),; NIOC R41F Q?Of CWLICCT�yW011NE OESM 1HE CONnWIDR SMALL CONTACT THE DOW YEDIATMY FOR 0 ✓1 1 sd' 9 t.' K. r�J. 1 A f �,. ^. �_ _` REVIEW AM FOS RE RGY[,J11irR � ti � I b ) r'b - .�_. >. __ � � � � � /I � �yy� ��y� ��y�� p�� .,• .t,, �) t ` 7 ✓- 1 't{,l NIIFI C �YNV �Jf111I1R.G IV�IG D 9 OMMMI1r AREA AS k .06 ZOIE C. AREA OF MI16A FLOOIN& A i � � )),� S � �,� S y. •l 7 Lf 4 Yt. �f'F." � � _,,..+""_. 14 '� } 33 J •+ `+.fir„ f. e^ _+ ��+- t / _ f -8.107 yt,r. • - 6 etx Irs �'`t �' '� _ _ _ X 7 .45_ 79.Q8 „- 84.00 •SITE IS NOT WITHIN AN A.O.EG. (AREA OF CRIii�AL ENVIRONMENTAL CONCERN). �. x e / U 83.91 •SITE iS NOT N NIN M AREA OF ESILMATED#OPT OF RYE MUM PER LOCUS MAP Scale: 1' = 2000' - / 4. NNESP MAP ACiDBER 1, 2= tS MAATED NA11= OF RATE MUIDLIFE-FOR USE WITH THE MA ME LANDS PROTECTION ACT IEGUATIONS (310 CMR 10)., ` �_, I L• .�� ) _� 1 -'' / •SITE DOES NOT CONTIW A CERIIFiED VL7INIAL POOL PER NIESP MAP OCTOLER 1, 20M /-)/A ._± !.._� ,-1 ._.L_. � r�f, � CO 4[RI/mil/ VOK FOOL . 1�Jp,\ � w . 84.00 I 1 -7 /, 78 �� x m f •SITE 6 NOT OW A PRD W N AMINT PER NE'SP MAP OC OBER 1, 2008 IAMIY i __.. 11 u' « 4• PVC f - .• Q•1C NNt#►N15 Of RARE SPECIES-FOR SPECIES UAW1NE MMI�HICNRUETiS EtEIANGERED O S-3.OX l 77 86 85-59 �' � w ` __ ,� SPECIES ACT, R GIAA=IS (SH CW10). x 34.14 i \i 1 -% �_` 1, ��,f �•_ `_--__..._ � / 1' w •SIZE 6 Nor M�IHIL>V A 2U1fE/ (1HEWEAD ZONE OF OONIRlBUiDNIj - �3 w� v V / 85.5 - r r r ; '-` t r- - 3�1.r / „ ,\r 6 ' T , � I ,1 �: � � �(.S� IvG J',A.TCR SERVICE 83 84 E' w 8 i i SEPTIC SY51E11 MWOIIMAlION OB'I)UILED FROM AN ON BE GROW SURVEY, PEJEOIIfE'D BY tIAXIFIt-NYE lei 'j , ' ' x 1 r� 78.26 f "'----W • w-__ _ „`___ ,,_-�c 8 33 / E N( G ON WIRpi 19, 2W9 AND THE TOWN OF BVINISM E AS-BUTT CARD , NOT DATEED, OKAINED MOM �D OR fQ� - 177.70 j X j j w 1t. 2M. 74'08 l J 1 EXISTING ^GRAVEL. DRIVE VEWA. `" /� , SWIN SYSTEM 111 IM.- -" 83 91 op 7 y ��ZI$tjQ _"��. 15W GAL p t� 8 a,32 - w //1. ALL SISNEM COMPONDITS 91ALL BE NSTALIED INACCORQANCE WiiH UNTIE' V OF THE STATE SANITARY 15,83 18 Q1T DBOX SEPTIC TANK i - _ I REGULATIONS S 4/21 AILNDED CODE DATO A THROUGH THE DATE OF THs PL/W, ANY LOCAL RL1t6 EAPPLICAIRE �AL, I 11 Lf �► rPVC _ 5 77.86 11' O S+•3.07C w / I ANY CHANGE TD THIS PUN MUST BE APPROVED IN WING 8Y LINE OMM ELE1n1TiON INFORMATION �: y '" K71 R � _ , `S` -�. 8.05 ~ 84.43 MIbT NrOi BE CHANGED •NA1N10LR WRIT FEN PRIOR APPROVAL BY THE ENGINEER. 3. WHEN OONSTMXWN 6 COMPLETED. PRiOR TO BUMLINGh NOW THE BOARD OF HEALTH AGENT FOUR x 77.12 =' / 'may CTIDAI• \O S" .O'i `a APPROXIMATE; � �o ca aj LOCATION 86.3 x � T 4 �Q� �� � `" 1 4. ALL SANITARY DISPOSAL. SYSTEM PIPING lO 8E 4' SCHm 40 PVC. UNLESS OTHERNYISE' NOTED HEREIN. XI TING u w t1 rr r to to lu 1 / ,EXISTING TO BE x 79_7 �C _.. S / �! x LB.E~v 5. DOV47E UNSUIiA MATERIAL AS NOTED, TO THE 'C HOR W . FOR A HORLZ DISTANCE OF 5' !PLUM. ABAN60NED AND - !%i `` / �4' r / SSURROUND NGTHE LEAgiINIG FED. AND REPLACE WITH CLEAN SAND E'ER 310 CMR 15.255 10 THE 117P ' REMOVED AND PROPERLY b X o A NV OUT 85.99 7...39 � w f' DISPOSED OF OFFSITE.J 5 / �/ $ OF BLDG - 76.0 !f f '1 / a INSULATE ALL PIPES AGAINST FRIG AS REQURED WFIENI LESS THAN 3' OF COVER. 78. �J -' CONTRACTOR TO j� TBM O SPK SET I �r o VERIFY N FIELD l / "� 7. THE SEPTIC SYSTEM DESIGN jam [ NCUAX GARBAGE GRINDER DISPOSALS. �.._.., , EL m qS DATUM l 79.32 PRIOR TO 84.35 ! w -' .r f CJ CONSTRUCTION / a THE CONNTRACTOR SHALL CONTACT LUNG SAFE (AT 1-BRUT-DIG-SAFE) AND ul�m COMPANIES m j LOCATE ALL AT LEAST 72 HOURS BEFORE THE START of CONSiRUCiHONL THE - -, 1 CONTRACTOR • � ,! / ._.-• / •. �'y %' SNWL 1HE EXACT LOfJi110N, BOTH HORIZONTALLY MID VERTi(,ALLY, OF ALL rj ' x w � / •[DOSidVG LIiMlDES BEFORE THE START OF MYWORK. THE LOCATION OF EKISTiNQ UNDERGROUND UTMfiES C: ;; '= ,� c ; , / m ARE, SHOMINI N AN APPRo)m7E IMAY ONLY, MAY Nor BE LlNt1TED To_.THOSE sHNo* HEREON AND HAVE 82.30 - rQ. b j NOT BUNT I DEPENDONRY VERIFIED BY THE OWNER OR ITS REPRESENTAiiVE THE CONTRACT0R AGREES TID z b / r I BE FULLYRF.SPON.SIBLE FOR ANY AND ALL DUVES WHIiCN MIGHT BE OCCASIONED BY THE CONTRACTORIS / ixi 1 FAILURE TO LOCATE TNLE Ui JM3 E7WXY. E' ELEVAMNN WOW71M 09'TERS FROM FLAN, ix b t THE CONTRACTOR SHALL NOTW THE NUED147MY FOR POSSIBLE REDESIGN. AT UTNm 7.23 79,74 84.19 b 10ROSSINA VERIFY N FEUD THE LOCATION / INVERTS OF ELECTRIC,,GAS. TELEPHONE & DAD, MW AND RE1=7E iF CONFLICiING WHIN PROPOSED INVERTS PER THE EHGMIEERS DIRECTION. THE CONTRACTOR __ = / ! SWILL PRESERVE ALL UNDERGROUND UTILRIES AS REQUIRED 1 X 82.51 ARE FINAL LAYOUT 9. THE PROPOSED UMY CONNECTIONIS SHNOIN HEREONi SCHEMATIC. SHALL BE AS _ j DETERMINED BY THIE IIPrPROPRAiE unLn,r CO~ 7 SOL LOW -DATE S/1aM 8OL LOGO - DATE SJ11 Y - SARNSTABLE BOH AGENT: �. DON DESMARAZIS, RS ►TEPHEN IMAMN, PE TEST PIT 1 TEST PIT 2 G.S.E = 76.08 ow G.S.E. 76.08 Ap ; 10YR 4/3 ; SANDY LOWM Ap : 10YR 4/3 ; SANDY LOAM sm LOCATION: 85.6 7 1435 Hyannis-Barnstable Road, Barnstable, MA. - 1 , 8 ; tOYR 5/6 8 ; 10YR 5/6 10' RESERVE AREA SANDY LOAM SANDY LOAM PREPARED FOR FlNISHED``GR_RADE 2.8' 37' ELEV 73.0 25' 8" 75.98 CAPEWIDE ENTERPRISES 36"MAX.-9"MIN. \PACCED �1\LL. DIST. LINE IN 5 » SIODIFF USER 160060 (OR Lxxw,1 C1 • 7.5YR 5/6 NO WATER OBSERVED • y INE GRAVELY SAND PERC O 43- (ELEV 72.50) P.O. BOX T63, CEMTERVILLE, MA LEACHN6 cwWeERs F OZ6S2 TOP OF CHAMBER RATE= 3 MIN/IN 2- LAYER DOUBLE WASHED STONE 1/8- TO 1/2' PIPE INVEFT 86- (ELEV 68.91) 28-�8 OR GEOTEXTILE FABRIC PER 310 CMR 15.247 x CLASS 1 SOIL CLEAN SAND ;EFFECTIVE D BOX 8.4' MIN. L_ RESERVE AREA C2 ; 10YR 614 TRUE PER 310 CMR f•. DEPTH nNE GRAVELY SAND REPAIR PLAN FOR 15.255 ;. 5 N 120' (ELEr� 6608) ONwSITE SEWAGE DISPOSAL SYSTEM t .` �y> • ,. DIST. LINE IN NO WATER OBSERVED TYPICAL SYSTEM PROFILE SLG"TZUN 7'8' 31.67 To 120 , 8" 66.08 BAXTER NYE ENGINEERING & SURVEYING NOT TO BCALE NOT TO SCALE NOTES: 1. ALL MATERIALS SHALL MEET H-20 LOADING REQUIREMENTS IF PLACED PLASTIC LEACHNG CH11 M PLAN- VIM I CEM THAT ON iD ni-- (oATO I HAVE PASSED THE SDIL EVA mmR EXAINNATTON APPROVED eY Registered Professional Engineers and Land Surveyors THE DEPARTMENT OF AL PRO'TEC.710N AND THAT THE ABOVE ANALYSIS WAS PEiLFOIWED BY ME WITHIN 10 FT OF A ROADWAY OR DRIVEWAY. NOT TO SCALE CON SIS1ENT WITH TiOAINI ExP LSE AND DLSCRIEIED IN 310 CMR 1&017 78 North Street-3rd Floor,Hyannis,Massachusetts 02601 ADS-eIODIFFUSER 16008D (OR EQUAL) sICNATURE7 DATE 3125-IDI Phone- (508) 771-7502 Fax- (508) 771-7622 ,�14 OF/14,;`S� N ASSUMED TOP OF FINISH FLOOR LAY-UP LENGTH 76 PER UNIT g SET FRAME Lt COVER TO WRN 6' OF o STEPNEN CyG 66 o BASE,MW FLOOR ELEY - Tat SET FRAfES COVERS TO WITHIN r OF FLASH GRADE. RISERS COVERS SKULL � AREA REQUIREIiI�NTS �t� a Gw- LINE wATERtIGIIT FISH GRAiX RISERS a COVERS SHALL BE WATERTIGHT NITROGEN LOADING UMITATION: NW 0 MATSON RESIDENML: 2 BEDROOMS CIViL � 0 10 0 10 20 N0.46345 FINISHED GRADE OVER T?INN( _ 1"B FINISHED GRADE OVER D WX - 77:7 D GRADE OVER LEACHM TRENCH = 77.1! TT) 76 x 110 GPD f �o�'P'P a►sTE"�o SCALE IN FEET N COMPACTED ML TOTAL DESIGN FLOW = 2" GPD (330 MINIMUM) �oNA � 9' (ffm) caw INSTALL ONE It TTONI PORT IN GARBAGE GRINDER (NOT INCLUDED) = N/A 1 -10 �, L 11;I 4o PVC i t LF»r SCH 40 PVC as=3.oaT 3C (�) C aT ASSIIAEO EXIST. L• 1 t S-3.45X (t.Oli MN ALLOWED) ,. :. 3' MIN. IV500ROVMICE WiIH MANUFAC?URERS W OUT - 76.0 ,, - Y LAYER DOUBLE WOO STONE 1/6' w CONTRA= TO _ _e MN. 6 LF«4• SCH 40 PVC os-4.oac t: - �i FIRST r (ro BE LEVEL) TO t/r' OR cEarExTTLE FABRIC PER s « BNooIFFugR leooea at EOLw) LTAR = 0.74 GPD/S.F. REcowola►TIONS PERC RATE = c5 MIN.. (CLASS 1) v� SEE GENERAL NOTE NV N- 75.62 10' MIN. --- • F4 SCH. 40 PVC 310 CMR 15Z47 CY)o #5. PVC Nv OUT-75.37 2 cH MBER 10P MIN. CACHING AREA OF SAS, REQUIRED: Nv N- 75.t3 :• . SUMP our- 74.91t t99YBE14 NvC"H AID�C 330 GPD/ 0.74 GPD/S.F = 446 S.F. MIN. DATE: 03/23/09 GAS R*TLE J_ 00 14• .r r.� •. :,r:� ,�: PROPOSED SYSTEM.- REINFORCED CONCRETE 6• CRUSHED .. Bar. LEACHING CHAMBERS/iRENCH aDIVFTGURATiON. 5 CHAMBERS PER TRENCH: F STONE BASE o Q�� 1 'r•'tlr'...Y-��'j•«.t. :i.'r..h`'' 6- SAS: 2 II\G� ES O 31.6T L x 2.8' W x 0.942' D - SMW i31SE FFFF��TVF• aiFq: 1.67 + (2 x 0.942)) x 63.3 498 SF sDM 3 REVISIONS PER CLIENT REVIEW DISTFABUfION BOX NO. BY DATE Rapm MMME SOILS,TO BE INSTALLED ON A LEVEL STABLE BASEIF BL W 4 TOTAL EFFECTIVE LEACHING AREA _ 498 SF IDRAWN1 BY. DRAWING NUMBER WW GALLON OIIE-CW_AFM43 T OEM TAW 2 OUTLETS REQUIREDPEASM ELEV (TW OF SAS). SWL BE MOM TO CD ROTONDO Sr15O0 OR EQUUN. IM PI OR AS REQUIRED - SEE CONSTRUCTION NO GROUNDWATER TO ELEV_ 66.06 SYSTEM DESIGN CAPACITY - 498 SF x C.74 GPD/SF = 368.5 GPD o TO BE INSTALLED ON A LEVEL. STABLE WSEABSORPM 97M TANK M BE INSPECTED & CLEANED ANuw.LY LEACF�10 TRBIg1i (TYPICAL SEPTIC TANK SIZING: 330 GPD x 20OX = 660 GAT. 0:\2009\2009-009\CML\PLOT\2009-009-SEP.DWG USE t 500 GALLON TANK MIN. JOB 2009-009