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HomeMy WebLinkAbout0406 BEARSE'S WAY - Health = 412 ,s Be Y �s ars�'s Via Hyannis : 9I 3, A = 292=162 \�J • t o r ° f i o �r , Certified Mail: 7012 1010 0000 2850 8463 oFTHE T Town of Barnstable Regulatory Services /ARNSfAHLE. Richard Scali, Director p'f Public Health Division Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 March 15, 2012 Nancy Lucien �a C) 81 Jasper Road Marstons Mills, MA 02648 loft NOTICE TO ABATE VIOLATIONS OF 105 CMR 410.000, STATE SANITARY CODE II = MINIMUM STANDARDS OF FITNESS FOR HUMAN HABITATION AND THE TOWN OF BARNSTABLE CODE CHAPTER 170. The property owned by you located at 412 Bearses Way, Hyannis, MA, was inspected on May 13, 2014 by Timothy B. O'Connell, R.S., Health Inspector for the Town of Barnstable. This inspection was conducted on the basis of the rental registration in accordance with Chapter 170 of the Town of Barnstable Code. The following violations of the State Sanitary Code were observed: 105 CMR 410.500—Owner's Responsibility to Maintain Structural Elements Chipping paint was observed on the living room and bathroom ceilings along with a mold like substance on the bathroom ceiling. 105 CMR 410.552- Screen Doors- Observed front door without screen door. 105 CMR 410.553-Installation of Screens. Screens were observed to be missing in bedroom windows. You are directed to correct the violations listed above within fourteen (14) days of your receipt of this notice by repairing ceilings; by installing screens in the windows in the bedrooms and by installing screen door on the front door of home. You may request a hearing before the Board of Health if written petition requesting same is received within ten (10) days after the date the order is served. However, said violations must be corrected within seven(7) days regardless of any request for a hearing Non-compliance will result in a fine of $100.00 per violation. Each day's failure to comply with an order shall constitute a separate violation: Should you have any questions regarding the above violations, please contact the Town Health Division and ask to speak with the inspector who performed the inspection. PER ORDER OF THE BOARD OF HEALTH oma A. McKean, R.S., CHO Director of Public Health Town of Barnstable Cc: Occupant Roslin Goode Fee No. 0 —�� � P_­o 3 d 0 THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION - T-OWN OF BARNSTAB-LE, MASSACHUSETTS Yes (Vpliration for ;MigpOga1 bpgtem Con.!Aruction Permit Application for a Permit to Construct( ) Repair( ) Upgrade( Abandon( ) ❑.Complete System ❑Individual Components. Location Add ss or Lot �yq^IAO'J_ Owner's Name,Address;and Tel.No. e Y /Oy Assessor s Map/Parcel �2 Installer's Name,Address,and Tel.No. Desi ner's Name,Address anfj Tel.No. f�OL c" to �✓ ,i �a�0 02 A AJ tit S'oF 115/ 3 �2 �" - ,n7t S"oF 3 2 9 �2 Type of Building: A rVA-/ _ Wo 4 J b Y_ 'b) t ll-,� 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 3 G�� Sy S� gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank / d Type of S.A.S. M T e' D I k 2 t Description of Soil -P 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 Co nd not to '.I c Aie system in operation until a Certificate of Compliance has been issued by this B alth. Signed Date Application Approved by Date t'0 2( U•7 Application Disapproved by: Date for the following reasons Permit No. 207 ',10 Date Issued �f 23 0 7 �„�E_------------------ --------------------- - . _ems �tJ J, No. 700 7 p ax C "� -0~3 / : . j i Fee /o o THE,C MMONWEALTH OF MASSACHUSETTS Entered in computer: � ✓ ' Yes 0. PUBLIC HEALTH DIVI:Sa, J 6WI4 OF BARNSTAB ,=NiASSACHUSETTS ". 01ppYtcation for 30tgpo5al *ktem,Cott.tr'uction Permit \` Application for a Permit to Construct( Repair( ) Upgrade( Abandon( ) D.Complete System ❑Individual Components Location Add ss or Lot 1YA AWN'Jr Owner's Name,Address;and Tel.No. V/O�y�a, .5 f-1 J•9 y5 6 S G d Assessor s/Map/Parcel eJ 3 C' A� Installer's Name,Address,and Tel.No. I or—/ Designer's Name,Address anq Tel.No. Sod � s l361 r 362 .2-iZZ Type of Building: /¢s L b Y- 1 he Dwelling No.of Bedrooms Lot Size/ sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria(' ) Other FiAures Design Flow(min.required) gpd Design flow provided .3 3 Y, 5'S 's" gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank / S d 0 Type of S.A.S. r { Description of Soil 12 prr -J Nature of Repairs or Alterations(Answer when applicable) "'T Date last inspected: Agreement: J The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in 1 accordance with the provisions of Title 5 of the Environmental Co emend not to place-the system in operation until a Certificate of Compliance has been issued by this Boar alth. Signed Date Application Approved by Date & ?G a 7 Application Disapproved by: Date ' for the following reasons Permit No. 90d-7 Date Issued ,2 3 d -7 — —————————— `—=————————————- -—————————————-- I _THE COMMONWEALTH OF MASSACHUSETTS j BARNSTABLE, MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal System Constructed ( ) Repaired ( ) Upgraded ( ) Abandoned( )by -. /L e /1 at Gf/Q ��f/,2 �A 2 S r A 'y has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No. -?W 7 dated Installer l/`'2 Designer #bedrooms _ > Approved dsign flow 330 /� gpd The issuanc of t s permit shh/alll,,not be c 1 strue o as a guarantee that the system4,41'ikfRtion aasj'designedl D jY DateInspector /i l -----n—7 — 7--��-------------------U-------/-- No. J Gd-7J Fee /yv THE COMMONWEALTH OF MASSACHUSETTS 1 PUBLIC HEALTH DIVISION-BARNSTABLE, MASSACHUSETTS 'Wi5po5al 6p5tem Construction Permit I Permission is hereby granted to Co struct ( ) Repair ( ) Upgrade ( GT�Abandon System located at 5!/—T y/,.2, BLS 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. , Provided: Constructio must be completed within three years of the date of t Date T' ( 07 Approved by I/v r Town of Barnstable °EVE" Regulatory Services Thomas F. Geiler, Director • BARA181ABIZ 9�AT1639. HAM Public Health Division Thomas McKean, Director - 200 Main Street,Hyannis,MA 02601 Office: 5087862-4644 Fax: 508-790-6304 Installer & Designer Certification Form 1 ►� o� Date: Sewage Permit# - o 36 Assessor's MaplP.arcel2 ,2 Z-n Designer: r�Q� M NA, �� c �� ( d ,t/ Q Installer: S Address: P_U _ DaX Address: 0n C was issued a permit to install a (date) I l �" (installer) septic system at `1 10 `T 11 Vey based on a design drawn by (address) _ (designer) 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. ti I certifv that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or anv vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. OF DA I R�kENJ I (Installer's Signature) No. 1140 'SEC/STENO L.i SOITWP� (Designer's Signature) (Affix Designer's Stamp 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. Q: Health/Septid/Designer Certification Form 3-26. 4:1doc "t TOWN OF BARNSTABLE ! C LOCAA*nON rAK SEWAGE # VII.,LAGE- /`f1!J� "'64-C/5 * ASSESSOR'S MAP &LOT INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY I LEACHING FACII.TTY: (type) (size) k NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: COMPLIANCE DATE: $ 2 [- 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 V - � 1 '37 `i No. C - -3 Fee THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es ' ` PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE. MASSACHUSETTS Zipprication for Migogar *potem Construction Permit q on for a Permit to Construct( . )Repair( )Upgrade(/)Abandon( ) Womplete System 0 Individual Components Address or Lot N = ems.Y&C.5(� Owner's Name,Address and�el.No.'s Map/Parcel01� /�a s;NAddress,and Tel.No. 5 7E7 � Designer's Name,Address and Tel.No. c Type of Building: Dwelling No.of Bedrooms t Lot Size sq.ft. Garbage Grinder( ) Other Type of Building r' A1o.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow 41AD gallons per day. Calculated daily flow L4-)(Or S`P gallons. Plan Date Z_�40_oq Number of sheets Revision Date Title_ Size of Septic Tank iC117 Type of S.A.S. ���G 14 b!�, Description of Soil bpi 1 ribA-W.. S Nature of Repairs or Alterations(Answer when applicable) A 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 f Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issu o of H Sig ed Date6~ Application Approved b Date O /' Application Disapproved for the following reasons Permit No. DOD S/ — C4 -3 Date Issued �` 04 NO. Y f-;:; Fee 't THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: PUBLIC HEALTH DIVISION -TOWN'OF BARNSTABLE., MASSACHUSETTS I ZIpplication for Zi!5po$af *p$tem 60notruction Permit plication for a Permit to Construct( . )Repair( )Upgrade(/A and"on( ) Complete System ❑Individual Components 1 Location Address or Lot No. �eR Y &.4V Owner's Name,Address and Tel.No. .A �Asssessor's Map/Parcel ��v`��� Installer's N/Jne Address,and Tel.No. �� 7�i./ Designer's Name,Address and Tel.No. �L )% �'Q �• S Z/l JP✓l.� L y D c u was �e Type of Building: Dwelling No.of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building c T----LNo.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow WAD U gallons per day. Calculated daily flow L4-)(o r s`P gallons. Plan Date Z—::)6-0q Number of sheets i Revision Date Title V-e✓ — Size of Septic Tank ACM Type of S.A.S. 2;-6T Gt 14 Description of Soil v�/ �����n;�` I/1s•-�� C I�t CJ r Nature of Repairs or Alterations(Answer when applicable) ,� 1�1 A." I I I Date last inspected: i i ,. Agreement: j The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system �1 in accordance with the provisions qf�Title 5 of the Environmental Code and not to place the system in operation until a Certifi- i -cate of Compliance has been issue&by Board of 1 Sig Date�T� 6— Application Approved by Date V, 5 d G <-f Application Disapproved for the following reasons Permit No. C '0 0 — 44 3 S Date Issued I . _.. --------------------------------------- - THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of Compliance TriIs is TO CERi 'at the On-si` Sewage its osal System Constructed( )Repaired ( )Upgraded(c-1� � Abandoned( )by a2 at r has been constructed in/�ccordance with the provi i ns of itl and th. �rHisposal System Constructi Permit N . D to - �N .,dated a1��l Installer Designer f The issuan s pe t shall not be construed as a guarantee that the ste w�l functiog as designed. Date I Inspector n , A --------------------------------------- THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION . BARNSTABLE., MASSACHUSETTS ' Mizpogar *p!5tem Con0trutuon Permit Permission is hereby granted to Construct( )Rgpair( )Upgrade( bandon( ) System located at C '0 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 must be completed within three years of the da a of this pe 't. Date: CZPS/u�/O Approved b TOWN OF BARNSTABLE j LOCATION SEWAGE # VILLAGE 6&zk 0—yLV5 ASSESSOR'S MAP & LOT 2 =I i 62 INSTALLER'S NAI M&PHONE.KO. SEPTIC TANK CAPACITY—, , 00 LEACHING FACILM: (type) (size) NO.OF BEDROOMS ` BUILDER OR OWNE 7 PERMUDATE: COMPLIANCE DATE: $' b d) Separation Distance Between the: i Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet j Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet Furnished by i d 0 33 6J. -37' � 9/16/03 Notice: . This Form Is To Be Used For the Repair Of Failed Septic Systems. Only PERCOLATION TEST AND SOIL EVALUATION EXEMPTION FORM hereby certify that the engineered plan signed by me dated S 119 16 ,concerning the property located at i. meets. all of the follo g criteria:/`� • This failed system is connected to'a residential dwelling only. There.are.no commercial or business.uses.associated with the.dwelling. • The soil is.classified as.CLASS I and the percolation rate is less than or equal to 5 minutes per inch. The applicant may use historical data to conclude this fact or.may conduct deep test holes and percolation tests.at the site without a health agent present. • . There is no.increase inflow and/or change in use proposed • There are no variances requested or needed. • The.bottom of the proposed leaching facility will be located no less than five feet above the maximum adjusted groundwater table elevation. [Adjust the groundwater table using the. Frimptor method when applicable] Please complete the following: A) Top of Ground Surface Elevation(using GIS information). B) G.W.Elevation 490 +adjustment for high G.W. DIFFERENCE'BETWEEN and B ��e SIGNED: DATE: NOTICE Based upon the above information;a repair permit will be issued for bedrooms maximum.. No additional bedrooms are authorized in the future without engineered septic system plans. gASeptic\percexemp.doc Town of Barnstable. P# Departinent of Regulatory Services Public Health Division Date HAS& ! 163y ems$ 200 Main Stree4.Hyannis MA 02601 0-1 Date Scheduled Time Fee Pd. o Suitability Assessment foY Sew e Dis osal �i/ ' Witnessed By: Performed B . A"V LOCATION & GENERAL INFORMATION -� Owner s.Name K; ELL cs Location Address �{(v y 12- -DC-A"C-5 V11Ay' �i4M E5 a y 10 Y . Address • ���All S ��( c:� Assessor's Mapmwel: 212.1 L)22( Engineer's Name V 6—Y,Yt'V1 NEWCONSTRU�, ON REPAIR x j - Telephone# S&B 3412- 292Z m I I J Land Use e� L (Iilil, Gti/I Slopes(%) Surface Stones Distances from: Open Water Body, 7 U ft Possible Wee Area Z ft Drinking Water Well ? Z s o ft y i . Drainage Way dv ft Property Line 5 L C ft Other ft SKETCH:(street name,dimensiods of lot,exact locations of tqt holes&pert tests,locate wetlands in proxitnity to holes) ptz 5Cb S� ? o I . 1 I . m _ _ q �T ' I I Parent material(geologic) 01•L I e c-,,S ` I Depth to BedrockZ 4 Depth to Groundwater. Standing Water in Hole N :'I Weeping from Plt Face /V 4 Estimated Seasonal Thigh Groundwater D&ERIVIIN TION FOR SEASONAL HIGH HATE T"LE Method Used: Depth 04erved standing in obs.hole: in. Depth to sell mottlest in. , Depth toiweeping from side of ohs.hole- i t in. Groundwater Ad uatment ft. Index Well# Reading Date: Index Well level._+.° Adj.ACtor,.,. Adj.Gmundwater Level.,,, d �. PERCOLATION,TTST Date . Z TI., • Observation ` I Time at 9" Hole# 0 Depth of Perc s'l E-Ve Time at 6" ........_-_- ,�^ Time(9"-6") Start Pre-soak Time.@ ���N,,,,^^ Z S � End Pre-soak <2n�:JAIC PER, L,A-VEW state MinJinch Site Suitability Asse�smeat: Site Passed�� Site Failed: Additional Testing Needed(Y/N) original .Public He'�ith Division Observation Hole Data To Be Completed on Back ***If percolalipn test is to be conducted within 100' of wetland,.-You must first notify the Barnstable 64servation Division at least one(I wedk prior to beginning. DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil'Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsistenc %Gravel) SAS ' Ln�n1 /a 2 3lv lalA 3q it- yg1l S"VW 10A4M qg —g� G n e.-MP►� 14 .2 Sly DEEP OBSERVATION HOLE.LOG Hole# Z Depth from• Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling ,(Structure;Stones,Boulders. _ Consistent %Gravel) bt' 30'' 361)-3q 4 n LUG}M b�L�3�Y u la - �! '' G 1411-150t' C2 MO S ,0 2-.5 7/3 DEEP OBSERVATION HOLE LOG Hole# N Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consiste c o Gravel DEEP OBSERVATION HOLE LOG Hole# Al Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) \(USDA) (Munsell) Mottling (Structure,Stones,Boulders. onsist n I Flood Insurance Rate Map: Above 500 year flood boundary No— Yes.—'` Within 500 year boundary No Yes v Within 100 year flood boundary No�` Yes a' 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? If not,what is the depth of naturally occurring per 'ous material? Certification I certify that on101q I (date)I have passed the soil evaluator examination approved by the Departm of Envir mental Protection and that the above analysis was performed by me consistent with F the required tra i ,expertise and experience described in a.10.CUR 15:017. }Signature Date Q:).SEPTICVERCFORM.DOC down cape engineering, inc. SIEVE SOILS ANALYSIS_MEYER_07-217[1] i DATE OF REPORT: 8/10/2007 .JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 410/412 BEARSE'S WAY HYANNIS LOCATION: TH1; "C" HORIZON SIEVE ANALYSIS Weight Sample(Grams): 396.5 F3/4 RETAINED WT. RET. % RETAINED: % PASSED --i(wt on ind sieve) (sum) -----� ----- ------------------ ------ 0.0: 0.0: 0.0%: 100.0% --T-------------------,-----.---..y---------------- .....-.0.0: 0.0: 0.0% 00----- ; ---- ;----------------b------------------------ ' ------- ---- 6.-I --------- 1 5%� --------------- --:5%' 11 8� 17.8 ---------4 5%� - 95.5%---L- -..-�.---..1- - 52.0: 69.8: 17.6%: 82.4% -------------T-------------------1---•---•----1----------------V...-..---•--------•----• 10 41.0 110.8: 27.9% 72.1 ---------------------------------•--------- v---------------- ----------------- 20 72.5: 183.3: 46.2%: 53.8 0 -- --------- ------------102.0: - 285.-I---------72.0%: - ---------28.0% -------------L-------------------7......------+-----------------+------------------------ 50 37.3: 322.6: 81.4%: 18.6% -------------T-------------------1-----------------------------.------------------------ 80 : 29.5: 352.1: --------88.8%q 11.2% 100 ' -------------- --- 358.6: --------90.4%� - ---------- 9=6% 200 21.3: 379m 95.EO ___-_____ -- 4.2% - -----------L------------------- ------------+-----------------+' PAN: r 16.6 _ 396.5_ 100.0°/V _ 0.0% ------------- ------------------- ---------- --------------- SAMPLE: 396.5: i NOTE: TEST ON PASSING#4 ONLY, 17.6% RETAINED ON #4 <45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-3 (GRANULAR, SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING#4 SIEVE MEETS : #4 100% (TEST ONLY MATERIAL PASSING#4) #50 100/6-100% #100 00/6-20% #200 0%-5% REQUIREMENT FOR"FILL" IN TITLE 5. <5%PASSING#200 SIEVE RESULTS: PERMEABLE MATERIAL- CLASS I<5 MIN./IN._MAT_ERIAL NONCOMPACTED SOI DL DL ESCRIPTION: MEDIUM COURSE SAND Town of Barnstable �p tHE Tp� Regulatory Services BARNSCABLE, Thomas F. Geiler, Director A' 9 MASS. • Public Health Division i63q. �0 p'FDjA��� Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer & Designer Certification Form Date: Designer: Shay Environmental Services, Inc. Installer: Robert Septic Services. Address: P.O. Box 627 East Falmouth Address: 5 Trenton Street MA 02536 Yarmouth MA On 8/20/04 Robert Se t' _ as issued a permit to install a (date) nstall Kia septic system a #406 & #40 earses annis MA based on a design drawn by a dress) Shay Environmental Services, Inc. dated 8/19/04 (designer) 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. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. A77 4.. / sCAv1EN g SHAY / No. 1181 (Designer's Signature) ( (Affix De ere) PLEASE RETURN TO BARNSTABLE PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS- BUILT CARD ARE RECEIVED I3Y THE BARNSTABLE PUBLIC IIEAL'1'I1 DIVISION. THANK YOU. Q: I-Icalth/Septic/Designer Certification Dorm 4 t v 2 • 41. rn LEGEND Existing Leach Pit s N m (See Note 10) > . PROPOSED CONTOUR �? �, I 981 PROPOSED SPOT GRADE• — 98 —— EXISTING CONTOUR Z� z s ®A -5 `c 51 �QO �•- ' po + o fl 96.52 EXISTING SPOT GRADE 600 o c�Q ft Q O. j' W— EXISTING WATER SERVICE IV PAVED T 1 IS TEST PIT ES M`SA=S.3 zC % IPA EA 0, E 72 f \ LOCUS MAP N.T.S. GENERAL NOTES: �-/ o \ ~ - , 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL o/ �•-\ BOARD OF HEALTH AND THE DESIGN ENGINEER. o= St 3�.pp 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS �0 swee Cleo- ft OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE p o�t� LOCAL RULES AND REGULATIONS. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE % I D WE / l %%v(� �f DESIGN ENGINEER. % I V�/ v �r 6 2p•8 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING L%/�/ i �t FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN / �/ �j s ENGINEER BEFORE CONSTRUCTION CONTINUES. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 11 111 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF OF FN l THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF i LOT 52.6 �N 7 / HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. O i . 7. WATER SUPPLY PROVIDED BY TOWN WATER SERVICE. /AREA = 7185 S f----_` f t o % 8. ALL AREAS DISTURBED DURING CONSTRUCTION SHALL BE RESTORED 1 12 f % TO A CONDITION AGREED UPON BETWEEN OWNER AND CONTRACTOR. \ \ o N t i 9. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY 1 V! THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 1 CONSTRUCTION. j \ o % 10. EXISTING CESSPOOL TO BE PUMPED, CRUSHED AND REMOVED EQ 709 S 191. \ 91, v> 11. 48 HOUR NOTICE FOR ENGINEER CERTIFICATION GE OF Pq 2 tt\ III. h \ ZI BENCH MARK 12. AND IS NOT TO BE CONSIDERED A ONLY PROPERTY LINE SURVEY E7Vj e 1 �__\ o �\ % I TOP OF WATER GATE 13. NO PRIVATE WELLS WITHIN 150 FT. OF PROPOSED LEACHING ENT =�PpRpk t,, ��� I% ELEVATION = 50. 14 14. ALL PIPING TO BE 4" SCH 40 0 1/8"/FT (UNLESS SPECIFIED OTHERWISE) �Vq T 51 BARNSTABLE CIS DATUM 15. THE DESIGN OF THIS SYSTEM DOES NOT ALLOW ER S SE FOR THE USE OF A GARBAGE GRINDER CE 16. NO WETLANDS WITHIN 100 FT. OF PROPOSED' LEACHING S (70 M, TF'q CK E j PLAN Jzt� SCALE: 1 in = 20 ft 20 O 20 40 It\ Of Mgsf9 L f { � 'G il DAR , PROPOSED SEPTIC SYSTEM UPGRADE PLAN 0 10. 20 0, 1140 y 410 & 412 BEARSES WAY, HYANNIS, MA Prepared for:' Arch Construction SURVEY REFERENCE: '""•v:;;ERA MAP. 292 Engineering by: Surveying by: SCALE DRAWN JOB. NO. S4 IT0 LOT:031 DARRENM.MEYER,R.S. Eco-Tech Environments! 1"=20' DMM PLAN OF LAND BY BEARSE Se KELLOGG, SURVEYORS v gli57 XPA•227510 POsox981 (508) 364-0894 DATED: MAY 21, 1954 O�� EAST SANDWICH,MA 02537 DATE: CHECKED SHEET NO. 508-382-2922 08/13/07 DMM 1 of 2 ELEV. TOP FOUNDATION ' (Existing) •s 36.59 F.G.EL: 51.50 F.G:EL: 51.50 F.G. EL: 51.0 FINISH GRADE= 51.0 ` f MAINTAIN 2% MIN SLOPE OVER LEACHING AREA A COVERS TO WITHIN 6 OF GRADE .: 6" INSPECTION PORT :. W/IN 6" OF FINISH GRADE * A 6" w 4" SCH 40 PVC 4 10 MIN. 6 ° ° ° ° ° o ° ° ° s (MIN.) TEE'S ARE BE 14" ( , @ S= 1% (MIN.) :a;•:A:p 4" SCH 4C IIVC" - INV.48.65 INV.48.0 ' INV.47.80 ° ° ° ° - ° ° ° ° ° ° EXISTING OUTLETS GAS .PROPOSED DB-3 ° ° ° ° ° ° ° ° ° ° ° ° BAFFLE •••'• •�� '• •• - �• • H-i0 DISTRIBUTION BOX INV. 48.90 PROPOSED 1500 GALLON SEPTIC TANK NOTES: 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE INVERTS PRIOR TO CONSTRUCTION R«PAM 9" MIN. 2) D-BOX SHALL BE SET LEVEL AND TRUE TO PER TITLE 5 OF M GRADE ON A MECHANICALL COMPACTED SIX Ass9�y M 1'n(iq v 4, /000 5TL"Gj 6mll d.n INCH "C RCRUSHED 22 TO E BASE,' AS SPECIFIED IN BREAKOUT EL. = 48.0 a DA R N y tc- J(6`�� I S-2Z j() o2u fa 7 3) INSTALL INLET & OUTLET TEES AS REQUIRED INV. ELEV 47.2W r 1 !, B� 4.- s 1/2� 30 5" '�cisrE o SEPTIC SYSTEM PROFILE BOTTOM EL.= 45.20 /NI/ERT SANITAR�a 50» 8„ 11:4 SEPARATION 6.41 Fr. I'� 146" INFILTRATOR 3050 SPECIFICATIONS BOTTOM OF TH-2 EL: 38.79 SOIL ABSORPTION SYSTEM (SECTION SOIL LOGS DESIGN CRITERIA NUMBER OF BEDROOMS: 3 BEDROOOM DATE: JULY 24, 2007 SOIL TEXTURAL CLASS: CLASS 1 (0.74 GPD/SF)(PER SIEVE ANALYSIS) SOIL EVALUATOR: , DARREN MEYER, R.S., CSE DESIGN PERCOLATION RATE: <2 MIN/IN ° WITNESS: DONNA MIORANDI DAILY FLOW: 110 G.P.D. op HEALTH AGENT DESIGN FLOW: 330 G.P.D. INLET END GARBAGE GRINDER: NO (not designed for garbage grinder) (OPEN) Elev. TH- 1 Depth Elev. TH-2 Depth SEPTIC TANK: 330 gpd x 2 = 660 gpd USE NEW 1,500 GALLON SEPTIC TANK 51.59 0" f 51.29 0" (330) = 445.94 S.F. FILL FILL LEACHING AREA REQUIRED: 4.5" DIA ACCESS PORT FOR INSPECTION. 49.09 30" 48.79 30" 74 A LOAMY SAND A LOAMY SAND USE THREE (3) 'INFILTRATOR 3050 UNITS WITH 4 FT. STONE 48.76 10YR 3/2 10YR 3/2 ON THE SIDES & 1.3 FT. STONE ON ENDS: 25' L x 12.16' W x 2'D • � B 34" 48.46 34" LOAMY SAND B LOAMY SANG BOTTOM AREA: 25 x 12.16 = 304 SF 10YR 5/8 • 10YR 5/8 SIDE AREA: (25 + 12.16) X 2 X 2 = 148.64 SF 47.59 48" 47.29 48" Cl Cl TOTAL SQUARE FEET PROVIDED = 452.6 vs. 445.94 REQ'D ° ° ° ° ° ° FINE - MEDIUM I FINE - MEDIUM DESIGN FLOW PROVIDED: 0.74(452.6 S.F.) 334.95 G.P.D. vs. 330 G.P.D. req d o oo SAND SAND 1OYR 6/4 10YR 6/4 PROPOSED SEPTIC SYSTEM UPGRADE. PLAN 44.59 C2 84" 44.29 C2 84" INFILTRATOR 3050 MEDIUM ! MEDIUM 410 & 412 BEARSES WAY, HYANNIS, MA NOMINAL CHAMBER SPECIFICATIONS SAND SAND Prepared for: Arch Construction 2.5Y 7/3 2.5Y 7/3 Engineering by: Surveying by: SCALE DRAWN JOB. N0. SIZE (W X H X L) 51 " x 30" X .85.4 39.09 150" 38.79 150" DARRENM.MEYER,R.S. Eco-Tech Eav&onmenEa! N.T.S. DMM PERC RATE <2 MIN/IN. ("C" HORIZON PERC RATE <2 MIN/IN. ) POeoX991 (508) 364-0894 WEIGHT 80.0 LBS. ) ("C" HORIZON EASTSANDW/CH,MA02537 DATE CHECKED SHEET N0. NO GROUNDWATER OBSERVED NO GROUNDWATER OBSERVED 505.362--2922 08/13/07 DMM 2 Of 2 - •INiV[1M�iAl1Y • j ( ALL OUTLET PPES FROM TIE *NOTE: ALL PIPES ARE TO BE 4' SCHEDULE 40 P.V.C. VENT PIPE (O Least 24 Inches toll) SECTION A -A OMIRWYM BOX SHALL BE 10' min. from Schedule 40 PVC w/Chareod Odor Filter �-� Existing Foundation house to septic tank PROFILE VIEW OF LEACHING SYSTEM SET LEVEL FOR AT LEAST 2 FT. 12 CONCRETE COVER t I Septic tank covers'n1Uat be y �♦ t> i witwithin6 1n. off finished grade 3-5'OUTLET > J - trade over Septic Tank -9&00 /-Orode over D-Box- 9B.00 �--(trade over SAS - ELEV� Od.00 `� KNOCKOUTS r / t 1•is I //2 • treed Crrlle/Sbq - ) 5.514W ' . t�uP,b�. t OUTLET 12' RM ET pd Agn, S-0.10 3 HOLE H-10 to' NEW GREATER GIST. Box J Maximum cover /-T �y� �* ) r J/ • Se 01.500 GAL. .010' per footto to /J oP of SAS-Elev.=94,75 t�s- ¢ x t Ba {e t E r o' N SEPTIC TANK o to' o 0 o p o 0 0 4" - SCH. 40 Te a p PLAN SECTION CROSS-SECTION S- E TI N ki a ,� � �-• rn H-tO o. W o N 20, o o Effecwe Depth o o 0 0 c o C/ zs 1 FULL F01 o 0 1- d C3 p 3 Units 8 8.5' = 25.5' S S C 1 5f , i $ J 1 _ _2 6 yK \ 'o M rn rn o 3.25 25.5" 3.2 SYSTEM PROFILE n n 4' S' Cri 4' K,t 3 HOLE H-10 DISTRIBUTION BOX `�"t F; > compacted4-stone o °� •J 32 NOT TO SCALE 350m- Not to Scale 0 13' A Effective Length ® iFEcapany®�aNartEGV"Kr*$�Effective Vldth F -S c d SOIL ABSORPTION SYSTEM (SAS) cnf��^ NOTES s tn.of 3/4'-1 1/2' 0 500 - C H-10 LEACHING UNITS / WIGGINS PRECAST GENERAL V i`i 'V f L compacted stone m 1. Contractor is responsible for Digsafe notification NOTE: ALL COMPONENTS MUST HAVE RISERS TO WITHIN 6" BELOW GRADE Not to Scale Bottom of Teat Hole t Elev.-86.00 and protection of all underground utilities and pipes. 2. The septic tank and distribution box shall be set ♦Obs. Groundwater - Test Hole 1 Elev.= NONE OBSERVED level on 6 of 3/4 -1 1/2" stone. 3. Backfill should be clean sand or gravel with no stones over 3" in size. 4. This system is subject to inspection during installation 1 by Carmen E. Shay - Environmental Services, Inc. PERCOLATION .TEST I I 5. The contractor shall install this system in accordance I I with Title V of the Massachusetts state code, the approved plan Date of Percolation Test: AUGUST 4, 2004 and Local Regulations. Test Performed By. CARMEN E. SHAY, R.S., C.S.E. i 6. If, during installation the contractor encounters any Results Witnessed By. WAIVER (per BARNSTABLE B.O.H.) I i soil conditions or site conditions that are different Excavated By. SHAY ENVIRONMENTAL SERVICES, INC. I j from those shown on the soil log or in our design Percolation Rate: Less Than <2 MPI i LOT #71 ASPHALT I # installation must halt & immediate notification be DRIVEWAY i LOT 57 made to Carmen E. Shay Environmental Services, Inca I 7. No vehicle or heavy machinery shall drive over the Test Hole i __-_-----� qo septic system unless noted as H-20 septic components. No. 1I8. Install Tuf-Tite gas baffles or equals on all outlet tee ends. ' > 1 9. All Distribution Lines shall be 4" diameter Schedule 40 NSF PVC pipes. DEPTH SOILS ELEV. �� 4" PVC i F-- 10. All solid piping, tees & fittings shall be 4" diameter l J Schedule 40 NSF PVC pipes with water tight joints. 0 s8.00 `� Vent Pipe I 85. 18' Sandy ���� 11. Municipal Water is Connected to ALL OF The Residence and Abutting Loom ASPHALT � TEST HOLE #1 10 YR 3/2 '1 Properties Within 150 Feet. 0' DRIVEWAY ELEV = 98.00 PROJECT BENCH MA -8' A, 97.25 Loamy Failed I TOP OF FOUNDATION -�--�� sand Cess ool_� 8• ELEV . 100.0 (Assumed) THE PROPERTY LINES ARE APPROXIMATE AND � p 11_:r�• - .`�.-1 = 0 10 YR 5/6 �� \�I I Er I-_, COMPILED FROM THE SURVEY PLAN GENERATED BY �::. •I �� 6' BEARSE & KELLOG, BARNSTABLE, MA ENTITLED 1 8'- 40' 8e 95.75 t 1 j I:_ 4 1 'SUBDIVISION PLAN OF LAND IN BARNSTABLE, MA" LC 17786-E i s�� Mom' i L ' DATED MAY 21, 1954. IT SHOULD BE USED FOR NO PURPOSE SAND r' \ �� ASPHALT ,I --'Failed OTHER THAN THE SEPTIC SYSTEM INSTALLATION. z5 Y 7/4 DRIVEWAY 32i 1 c • _ Cesspool LOT 58 40'- 144 .00 I I 1 = # / `\ 7.622 Square Feet +/- LOT #70 I 1 • 1 O' �N EXISTING LEACH PIT CESSPOOLS TO BE PUMPED OUT AND I ko FILLED IN PLACE OR REMOVED TO FACILITATE INSTALLATION OF NEW SAS. r _Q EXISTING NOTE: ANY STRIPPED OUT SOIL CONTAINING LEACHATE 0\ 4 BEDROOM t SOUSE / i / FROM THE EXISTING LEACHPIT/ CESSPOOLS TO BE DISPOSED _OF AS.-PER_BOARD OF HEALTH SPECIFICATIONS. Failed f 0 CONCRETE SLAB ! it \� �� NO WETLANDS ARE PRESENT WITHIN 200' OF THE PROPERTY Perc 1 Celsspoof Lpoc1 Tank 5oo gal. FOUNDATION \� ASSESSORS MAP 188, PARCEL 011 i Depth to Perc: 40" to 58" Perc.Rote= Less Than 2 MPI i i � i 1 L GEND Observed ESHWTO - NONE OBS.- 144" Assumed ADJUSTED H2O Elev. = NONE OBS. - 144" Assumed DENOTES PROPOSED o f i i 104X 1 SPOT GRADE x 104.46 DENOTES EXISTING LOT #60 LOT #59 31, 11 cep i i SPOT GRADE 20.00' I , ` PL PROPERTY LINE �,. I I 96 - PROPOSED CONTOUR ipah,W I MAY SUBSTITUTE FOR 1500 GALLON POLYETHYLENE TANK she- I I -- - - ---97 EXISTING CONTOUR GEORGE OBRIEN, INC OR EQUIVALENT a� DEEP TEST HOLE & 3-44 oaM access MANHOLES PERCOLATION TEST LOCATION I 1 I 1O' �- F i i • --: 6 FOOT STOCKADE FENCE INLET / ,1 04-ET OUT JET P LOT PLAN i THE ACCESS COVERS FOR THE SEPTIC TANK, I I OF O D SEPTIC SYSTEM UPGRADE ' ' ��--�--;r;L j-s:�-;��,.:��._--..,,-�:Vic.• DISTRIBUTION BOX AND LEACHING COMPONENT I SHALL BE RAISED TO WITHIN 8' OF STEEL REINFORCED PRECAST CONCRETE FINISHED GRADE PREPARED FOR PLAN VIEW INSTALL TUT-TITS GAS BAFFLES OR EQUALS p� III O�j E R W H A R 1 O N ON ALL OUTLET TEE ENDS 3-24'REMOVABLE COVERS I AT :..� 4- ;IaBBEARSES WAY min. eleorvnoe 1J' IIIUET '• . T s' mb -mh. km to wtNt e'en. OUTLET H YA N N I S, M A 10'mh. Lipoid -------- Ir _ 5' -'" ' s : 5 -r Qesign Calculations E 4•-0'min. Number of Bedrooms: 4 Bedroom EXISTING �9)� s PREPARED BY; o J bs 0.mom Llgiad depth ^ Garbage Grinder: No ���� •� �• Leaching Capacity Required: 440 Gal. - �►R E C14RM�yV E. ,LS'HA Y _21y 880 USE EXIST. 1,000 GAL. Septic Tank. E. tL1-o• 5 -e• SOIL ABSORPTION AREA: . me 0 20 40 50 ENVIRONMENTAL SERVICES, INC. CROSS SECTION END_ SECTION Bottom Area: 0.74 gal/sq. ft. x 416 sq. ft. = 307.84 gallons � r • Sidewall. Area: 0.74 gal./sq. ft. x 180 sq. ft. 133.2 gallons ,P p P.O. BOX 627 Providing: 441.04 gallons T a� EAST FALMOUTH, MA 02536 TYPICAL 1 500 GALLON SEPTIC TANK r ., Use: (3) PRECAST 500-C UNITS, HAVING A 2' EFFECTIVE DEPTH, S4 /TAR\�a TO BE USED WITH 4' OF WASHED STONE ON THE'SIDES AND SCALE 1 "=20' TEL/FAX 508-548-0796 NOT TO SCALE 3.25' OF WASHED STONE ON THE ENDS. SCALE: 1 "-20' DRAWN BY: CES DATE: AUGUST 19, 2004 (H- 10 LOADING) PROJECT#SD619 FILENAME: SD619PP.DWG SHEET 1 OF 1 _ 1