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HomeMy WebLinkAbout0028 WIINIKAINEN ROAD - Health 28 Wiinikainen Road West Barnstable A= 132-016 f, I� ll.G TOWN OF BARNST LE ,OCATION d 0 + i in a ka+ men SEWAGE -- ULAGE KG/24 67 h"19 4 ASSESSOR'S MAP&LOT NSTAj.4ER'S NAME&PHONE NO. EMC TANK CAPACITY .EAC1..MTG FA CITSC: (type) � (size) 3 '�v rO,OF BEDROOMS 3 _. ULDER OR OWNER EFE iTDATk?: COMPLIANCE DATE: --- eparation Distance Between tbe: laximum Adjusted Groundwater 11able to the Bottom of Leaching Facility -- -. - Net rIvate Water Supply Well and Leaching Pacitity (if any weps exist on site or within 200 feet of leaching facility) t Age of Wedand an aching Facility(if any wetlan exist wiUn 300 fer Icactung f `� et - 'uraished by -- 6t WA, ��/� 1 � � �- -a� �, ��wyL � o p t"��"� � r- + Town of Barnstable P# 431P 'MIC, Department of Regulatory Services F Public Health Division J ``1 A Date / t639r A�fP 200 Main Street,Hyannis MA 02601 Date Scheduled Time Fee Pd, Soil SuitabilityAssessment a''` or Sea e w Drs o t Performed:By: �e r Mc 5 /��2- Witnessed By: / f: ✓ LOCATION.& GENERAL INFORMATION Location Address Zl� �� �'ka Owner's Name f2.1,vf-1.�q�/�rr� W. 1'� ��f (-E` h Ce Address 1 0 et Z[c 66, Assessor's Ma /Parcel: 'Z O f 6 P �?J Engineer's Name NEW CONSTRUCTION )?$PAIR x Telephone# SD ?3 7— Land Use Slopes(%) �� Z Surface Stones Ata^� Distances from: Open Water Body. ' L ft Possible Wet Area ft Drinking Water Well Af -ft Drainage Way'"L=eft Property Line ft .Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) i I I n eva--� CIL, C.) , r ; p w` Parent material(geologic) /"`Q Depth to Bedrock / t �` Depth to t3roundwater. Standing Water in Hole: Weeping from Pit Face /"/ Estimated Seasonal High Groundwater f 3 Z' DETERNIINATION FOR SEASONAL HIGH WATER TARLE - Method Used: Depth Observed standing in'obs.hole: _ _ In, Depth to soli mottles; In. Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft. Index.We][# Reading Date: Index Well level� Adj,factor ,m 4 Ac(j..Groundwater Level PERCOLATION TEST Date Time Observation �('�_-Z �iq , r� I r it Hole# t{_ - Time at 9 Depth of Penc 7 [ Time at 6" 1Q' q Start Pre-soak Time® _ 'Time(9"-6") End Pre-soak 1 `� 4 m 1 h Rate Min:/Ineh. Site Suitability Assessment: Site Passedi Site Failed: Additional Testing Needed(YIN) 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:\SEPTIOPERCFORM.DOC r DEEP.OBSERVATION MOLE LOG Hole , Depth from Soil Horizon Soil Texture SdI[Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure;Stones;Boulders. Cob i tenc Gravel) Sl, Laic S-5'OL DEEP OBSERVATION HOLE-LOG Hole# Z Depth from r' ti Soil Horizon Soil Texture Soil Color . . Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, B }6 A S to -3y s to e-6 t ,7 s/ DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,.Boulders. Con e - A r , I ' F DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders, Consistency: Flood Insurance.Rate Man: Above 500 year flood boundary No— Yes . _ Within'500 year boundary No Yes Within 100 year flood boundary No Yes 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 pervious material? Certtation It ' I cent that on 'l (date)I have passed the soil evaluator examination approved by the and that the above analysis was performed by me consistent with Department of Environmental Protection the required training,expertise and experience described in�10 CNM 15.047. - ``` Signature H ate , Q:\S,BPTILVERCPORM.DOC Barnstable E Town of BarnstableAFAmedcaCifly rA_ � a�. k 11�9�'. "t"STAE.m:�P Board of Health Q D N45S Q ri6gq �0 4PD MAt A' 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi REVISED October 28, 2014 Mr. Peter McEntee, P.E. 12 West Crossfield Road Forestdale, MA 02644 RE: 28 Wiinikainen Road, West Barnstable A = 132 - 016 Dear Mr. McEntee, You are granted variances, on behalf of your client, Robert Hallam, to construct an onsite sewage disposal system at 28 Wiinikainen Road, West Barnstable. The variances granted are as follows: Section 397-8 (E) Town of Barnstable Code: To construct a soil absorption system 125 feet away from an abutter's private well (at #27 Wiinikainen Road) , in lieu of the minimum 150 feet separation distance required. Section 397-8 (E) Town of Barnstable Code: To construct a soil absorption system 149 feet away from an abutter's private well (at #40 Wiinikainen Road), in lieu of the minimum 150 feet separation distance required. Section 397-8 (E) Town of Barnstable Code: To construct a soil absorption system 100 feet away from an onsite private well, in lieu of the minimum 150 feet separation distance required. Section 397-8 (E) Town of Barnstable Code: To install a septic tank 80 feet away from an onsite private well, in lieu of the minimum 150 feet separation distance required. The variances are granted with the following conditions: (1) A monolithic septic tank shall be installed due to the proposed reduced setback to the onsite private drinking water well (Note: this requirement was removed at the Board of Health meeting on October 14, 2014. Q:\WPFILES\MCEnteeHallan7WiilukainenRoad2014 REVISED Oct 2014.doc b 4 (2) No more than three (3) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system shall be installed in strict accordance with the engineered plans dated April 15, 2014. (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated April 15, 2014. This variance is granted because physical constraints at the site severely restrict the location of a soil absorption system due to the small size of this lot and close proximity of private drinking water wells in the area. The proposed system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sincerely yours, a y n e' rilr, M.D. Q:\WPFILES\McEnteeHallamWiinikainenRoad2014 REVISED Oct 2014.doc I EXCERPT FROM THE BOARD OF HEALTH MEETING RESULTS ON 10/14/2014: I. Correspondence A. Letter from Peter McEntee, Engineering Works regarding installment at 28 Wiinikainen Road, West Barnstable, MA (Installer - John Condon). GRANTED ADJUSTMENT TO ORIGINAL BOARD DECISION. The Board determined that the error of not installing a monolithic tank will not have an effect necessary to warrant a change in installation. 'Ap ec, J 1 r pate o Barnstable Town of Barnstable AthnftaCfty °A"N5T'BLJ' ' Board of Health 1 Q B r �••'^� �1ASS. ArF0 MAt 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. JUnIChi Sawayanagi August 29, 2014 (see revised Oct 2014) Mr. Peter McEntee, P.E. ---�� 12 West Crossfield Road Forestdale, MA 02644 RE: 28 Wiinikainen Road, West Barnstable A = 132 - 016 Dear Mr. McEntee, You are granted variances, on behalf of your client, Robert Hallam, to construct an onsite sewage disposal system at 28 Wiinikainen Road, West Barnstable. The variances granted are as follows: Section 397-8 (E) Town of Barnstable Code: To construct a soil absorption system 125 feet away from an abutter's private well (at #27 Wiinikainen Road) , in lieu of the minimum 150 feet separation distance required. Section 397-8 (E) Town of Barnstable Code: To construct a soil absorption system 149 feet away from an abutter's private well (at #40 Wiinikainen Road), in lieu of the minimum 150 feet separation distance required. Section 397-8 (E) Town of Barnstable Code: To construct a soil absorption system 100 feet away from an onsite private well, in lieu of the minimum 150 feet separation distance required. Section 397-8 (E) Town of Barnstable Code: To install a septic tank 80 feet away from an onsite private well, in lieu of the minimum 150 feet separation distance required. The variances are granted with the following conditions: (1) A monolithic septic tank shall be installed due to the proposed reduced (.eoVe , setback to the onsite private drinking water well (2) No more than three (3) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms Q:\WPFILES\McEiiteeHallamWiinikainenRoad2Ol4.doc are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three bedrooms maximum. A copy of the recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system shall be installed in strict accordance with the engineered plans dated April 15, 2014. (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated April 15, 2014. This variance is granted because physical constraints at the site severely restrict the location of a soil absorption system due to the small size of this lot and close proximity of private drinking water wells in the area. The proposed system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sincerely yours, Wayne Miller, M.D. Q:\W PFILES\McEnteeHallani'ViinikainenRoad2014.doc I Barnstable sH r Town of Barnstable AM-ftedcaCf BARNSfABM ' Ia 9� MASS. ,0g Board of Health 200 Main Street, Hyannis`MA 02601 2007 Office: 508-8624644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi August 29, 2014 Mr. Peter McEntee, P.E. 12 West Crossfield Road Forestdale, MA 02644 ;RE: 28 V1/iinikaineri Road, 1Nest Barnstable A = 117=004 Dear Mr. McEntee, You are granted variances, on behalf of your client, Robert Hallam, to construct an onsite sewage disposal system at 28 Wiinikainen Road, West Barnstable. The variances granted are as follows: Section 397-8 (E) Town of Barnstable Code: To construct a soil absorption system 125 feet away from an abutter's private well (at #27 Wiinikainen Road) , in Lieu of the minimum 150 feet separation distance required. Section 397-8 (E) Town of Barnstable Code: To construct a soil absorption system 149 feet away from an abutter's private well (at #40 Wiinikainen Road), in lieu of the minimum 15.0 feet separation distance required. Section 397-8 (E) Town of Barnstable Code: To construct a soil absorption system 100 feet away from an onsite private well, in lieu of the minimum 150 feet separation distance required. Section 397-8 (E) Town of Bamstable Code: To install a septic tank 80 feet away from an onsite private well, in lieu of the minimum 150 feet separation distance required. The variances are granted with the following conditions: (1) A monolithic septic tank shall be installed due to the proposed reduced setback to the onsite private drinking water well. (2) No more than three (3) bedrooms are authorized at this property. Dens, study rooms, offices, finished attics, sleeping lofts, and similar-type rooms Q:\WPFILES\McEnteeHallamWiinikainenRoad2Ol4.doc are considered "bedrooms" according to the MA Department of Environmental Protection. (3) The applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds restricting the property to three bedrooms maximum. A copy of the recorded deed restriction shall be submitted .to the Health Agent prior to obtaining a disposal works construction permit. (4) The septic system shall be installed in strict accordance with the engineered plans dated April 15, 2014. (5) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health that the system was installed in substantial compliance with the submitted plans dated April 15, 2014. This variance is granted because physical constraints at the site severely restrict the location of a soil absorption system due to the small size of this lot and close proximity of private drinking water wells in the area. The proposed system appears to be designed to meet the maximum feasible compliance standards contained within the State Environmental Code, Title V. Sincer y yours, Wa ne' I r QAWPFILES\McEnteeHallam Wi in ikainenRoad2014.doe 41 .51 1 / 1�" 1 DATE: LZ_Z t �3` �" M FEE: O -- saxxsrasi mass. 6v REC. BY / /%�n�(�►� 1639• A. Towi,$of Barnstable � //SCHBD. DATE:' //� � Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-8624644 Wayne A.Miller,M.D. FAX: 508-790-6304 Junichi Sawayanagi Paul J.Canniff,D.M.D. VARIANCE-REQUEST FORM LOCATION Property Address: Z S W . r..�t a.y�e.�• "� - `3av�,►sl�b Assessor's Map and Parcel Number: 132— ©I to Size of Lot: /°Z' d.6 Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: �c1-ef Rr}-e� P1= Phone s��" '73 ?-4 Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: g lgeet-- ACM A Wt Name: kAoj— (yL c., Address: 40 �0 5 c��'S �g Address: 12 W ' cra�4tj",A ka-�k4 � W• aarrrf bt2 OA dZ64? !'Ju1`I Phone: 41.7-2 Phone: �Q Cf 7 7- 3/�✓ VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) C ie- 3 97-s OF) Val bo�iz"or,� S,+t G n.s"hr d,A't S Sum. a.tjSC_ Q61 f" NATURE OF WORK: House Addition ❑ House Renovation ❑ Repair of Failed Septic System Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. _ Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) . _ Completed seven(7)page checklist confirming review of engineered septic system plan by submitting engineer or registered sanitarian _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request - _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (for Title V and/or local sewage regulation variances only) _ Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/lessee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed-sewage disposal systems[only if no expansion to the building proposed]) Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman NOT APPROVED Junichi Sawayanagi REASON FOR DISAPPROVAL Paul J.Canniff,D.M.D. �\ C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC S ENDER: COMPLETE TH IS SECTION COMPLETE THIS DELIVERY s Complete items 1,2,and 3.Also complete A. i nature f item 4 if Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse ❑ ddre see so that we can return the card to you. B. Received by(Printed Name) C. D of v N Attach this card to the back of the mailpiece, or on the-front if space permits. 1. Article Addressed to: D. Is delivery address different from item 1 es If YES,enter delive re below: ❑No Prop ID:132027 PEDERSEN,TIMOTHY&GRACE L PO BOX 16 WEST BARNSTABLE,MA 02668 Service pe 1 W Certified Mail® 0 Priority Mail Express' fq ❑Registered ❑Return Receipt for Merchandise ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number i� (Transfer from service labe 7 011i,35001 0002 10 51 3 3 7 7', PS Form 3811,July 2013 Domestic Return Receipt i UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid LISPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4®in this box* I I � Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 x I { I I I I I I ' t : :A::? [SENDER- COMPLETE T141�-sEcnm COMPLETETHIS SECTIONON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si na ure Item 4 if Restricted Delivery is desired. ❑Agent X ■ Print your name and address on the reverse ❑Addressee so that we can return the card to you. B. Received (Printed Name C. D t f elivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery a dress different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: O No PK I �/ Prop ID_132015 DONAGHY,FRANCES M&GARRET, 3. service Type DONAGHY REALTY TRUST JKCertified Mail® ❑Priority Mail Express" 1320 HORN OF THE MOON RD S ❑Registered ❑Return Receipt for Merchandise MONTPELIER,VT 05602 ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number 13500 '000'2 ' 7 051 '13349 11 (Transfer from service label) PS Form 3811,July 2013 Domestic Return Receipt 'UNITED ST ' FF�# " ;� '��� � � .;•.. f ,.� �.v *m,����.�`�"","".'+�ar . !y g gipe�csla'aid .. tw"-..@. .'.ly�_C"VI•,��.�.1 fr4. 22 1.. • � � ,�Illl ��Q,.ra • Sender: Please print your name, address, and ZIP+4®in this box* Engineering works, Inc. 12 West Crossfield Road Forestdale, MA 02644 I 7your 7address • • • DELIVERYe Comlso complete A. Signature item desired. _ j � �;(; Agent a Print on the reverse X1-•��/ —_ Addressee so that we cad to you. B. Recei ed by(Printed Name) C. Date of Delivery • Attach this card to the back of the mailpiece, or on the front if space permits. n D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: If YES,enter delivery address below: o I Prop ID:132016 HALLAM,ROBERT D&SUZANNE N -- 40 JOSIAH-S PATH 3. Service Type WEST BARNSTABLE,MA 02668 I OCertified Mail® ❑Priority Mail Express' 0 Registered ❑Return Receipt for Merchandise y n w d h .s�,lrsurd ail: .. C�IIec1�oA.Delivery -=fit_: ... ... .. N. ;. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. A1tI15eNiltnbg.( �'"` .a, .3 (7)a s 1n PS Form 3811,July 2013 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 M • Sender: Please print your name, address, and ZIP+4®in this box• I I I Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 M ENDER: C- OMPLETE THIS SECTION COMPLETE THIS.SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. ❑A ent E Print your name and address on the reverse Addressee so that we can return the card to you. B. R ceived b am C. Date of Delivery ■ Attach this card to the back of the mailpiece, or on the front if space permits. , D. Is d ddress diffe item 1? ❑Yes 1. Article Addressed to: If Y Q tei delive elow: ❑No cD Prop ID:132018 CHASE,WILLIAM M&MARGARET P O BOX 502 3. Service Type WEST BARNSTABLE,MA 02668 Certified Mail® ❑Priority Mail Express' J Registered ❑Return Receipt for Merchandise �--- ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number . 7 011 3500 0 0 0 2 1051 3339 (transfer from service labeo PS Form 3811,July 2013 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender: Please print your name, address, and ZIP+4®in this box* I Engineering Works, Inc. 12 West Crossfield Road Forestdale, MA 02644 i�l,lli,�l,l�l�:ilii`•:'si ili{``i i�iitii'li"�'tt�iii}�i'i{}iili`•ii' • . • . ON DELIVERY, ® Complete items 1,2,-and.3.Also complete.=: .2. _. gnature item 4 if Restricted Delivery is desired. ❑Agent ® .Faint your name and address on the reverse ±. '' ❑Addressee sp.that we can return the card to you. R eive _ e C. D�tof De' ery ® Attach this card to the back of the mailpiece, or on the front if space permits. D. Is delivery address different from item W ❑Yes 1. Article Addressed to: If YES,enter delivery address below: S7 No Prop ID:156005 �hr' Ii LEARY,JOSEPH F&SUSANNE H PO BOX 488 h WEST BARNSTAB.LE,MA 02668-0488 3. Service Type N/Certlfled Mail® ❑Priority Mail Express" J ❑Registered ❑ Return Receipt for Merchandise ❑Insured Mail ❑Collect on Delivery 4. Restricted Delivery?(Extra Fee) ❑Yes 2. ArticleNumbeMranserfromr '7:diy ::350b IOD02 11051 3360`1 (transfer from service labeq �i�� I" PS Form 3811,July 2013 Domestic Return Receipt UNITED STATES POSTAL SERVICE First-Class Mail Postage&Fees Paid USPS Permit No.G-10 • Sender:.Please print your name, address, and ZIP+4o in this box• I I I I Engineering Works, Inc. I 12 West Crossfield Road I Forestdale, MA 02644 I I I I I I I I I M lilliilfjFi�}1lilli�ilil}.il}311f;t1 ,.diil'�!I'''I I iliii�l�ilii Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 April 15, 2014 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 28 Wiinikainen Rd, W. Barnstable, MA (Assessors Map 132, Parcel 016) Upgrade of a failed Soil Absorption System Y Dear members of the Board: On behalf of my client, Mr. Robert Hallam, the following variance requests are being made for upgrade of a soil absorption system. • LOCAL REGULATION, Chapter 397-8(E) —Well Locations 1. A 25' variance, S.A.S. to well(abutter at#27 Wiinikainen Rd, for a 125' setback. 2. A 1' variance, S.A.S. to well (abutter at#40 Wiinikainen Rd, for a 149' setback. 3. A 50' variance, S.A.S. to well (locus), for a 100' setback. 4. A 20'variance, septic tank to well (locus), for an 80' setback. Variance requests are being made due to site constraints. Sincerely, Peter T. McEntee P E. Town of Barnstable P# 431P ' DeparOnont<of Regulatory Services 1.: A Public Health Division Hate ^/ tti9r.A�tP 200 Main Street,Hyannis MA 02601 r r �/� 4 Date Scheduled � t, f `, � Time Fee Pd, / Soil Suitability Assessment for Seta re Dspos lrj` Performed:By: 5 6 �y2 Wi G messed By: LOCATION& GENERAL INFORMATION Location Address Z� to ;,i el "I a ,2t Owner's Name t�. f�jtlia s F-Ea Address 7 Z�-�t h`f / 9 4--� 2' w•/3a st b (VIA z4e 66, Assessors Map/Parcel: �/2— O f 6 Engineer's Name • - NEW`.CONSTRUCTION !t$PAiIR X Telephone# jD Land Use 1 Ze$,C�Q_ -I6 1 Slopes(%) �� Z- Surface Stones NO^e Distances from: Open Water Body. A Possible Wet Area jJ U ft Drinking Water Well la6 114 Drainage Way A— ft Property Line _ft Other ft SKETCH;(Street name,dimeplons of lot,exact locations of test holes&perc tests,locate wetlands fn proximity to holes) • i Parent material(geologic) /"`t) � r v` Depth to Bedrock /� A- Depth to'Gioundwater. Standing Water in Hole: G Weeping from pit Face Estimated Seasonal High Groundwater f DETERMINATIONFOR:SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs,hole: In, Depth to still mottles: ln, Depth to weeping from side of obs.hole: in, Groundwater Adjustment ft, Index.Well.# Reading Date: Index Well level,..�.,, AdJ,factor— AdJ,Cli'oundwater Level ,o PERCOLATION TEST IDatp.e....._, Thne„�_,_. Observation Tr Hole# ��" `time at 9" ` Depth of Pero � / '�� Time at 6" Start Pre-soak Time® Time(9"-6") End Pre-soak 1..0 Yf Rate Mini/inch. 2— 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 bg conducted within 100' of wetland,you must first notify the, Barnstable Conservation Division at least one (1) week prior to beginning. Q:\SEPTICtP8RCFORM.DOC DEEP.OBSERVWf9 HOLE LOG Hole4 I Depth from Soil Horizon Soil Texture .Soil Color Soil• . Other Surface(in.) (USDA) (Munsell) Mottling (.Stricture;.Stones;Boulders, DEEP OBSERVATION HOLE LOG Hole# Z Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones.,Boulders. Consistency, B- ) 6 S v to to - y S ll7`(C IL -/• DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,.Boulders. Consistency, DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Calor Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones;Boulders. Consistency. Flood Insurance.Rate_Mae: Above S.00 year flood boundary No _ Yes Within 5001year boundary No-, Yes. Within 100 year flood boundary No Yes . Depth of`Naturaft Occurring Pervious Material Does at least four feet of naturally occurring pervious material rrxist in all arelis observed throughout he area proposed for the soil absorption system? If not,what is the depth of naturally occurring pervious material? - Centiflcation I certify that on 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 10 CMR 15.017. Date Signature -- --�" . l Q:\SBPTICVBRCPORM.DOC Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 April 15, 2014 Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 28 Wiinikainen Rd, West Barnstable, MA, Title 5 Septic System Upgrade Representation Authorization Dear Board members: I hereby authorize Peter McEntee PE to represent my interests for the subject project. Robert Hallam — Owner Town of Barnstable Geographic Information System April 18, 2014` 157001 O166011 #640 #660 156012 13#32 02 Q Q #694 132026003 156057 #49 #661 156014 156015 #710 #742 oi 5� Q �:•�•:132015'�'• tiJ P A i N .S r i R r 132020 F s 4 132026001 38 #75 166063 0 #766 '4�.13201 � •6 .r. #28'`�:•.':. { }>:�.�.'•.•'�:; •. .:;, :•....: 166005 1320210031 "' •`.' •`:: i.: #52 Ta .:•`.132018,,:::::., 156062 # 2 �y 741 4. 1560 59002 #726 •r :132027'rr.. :, i.':°;:'{i:'::........: ::.::.},t:'.t.rr.j:; r:::':a.:ii°•;;r:fr:.'•:::.•::i::'•'•'•'`2ir:f.r.`t 156061 132021001 #761 #8 6 156060 #16 132021002 1 02 #70 156059001 #35 156068 #56 16600 03 #47 132022 #146 156002 O #69 0 78 Feet 156033 #60 DISCLAIMERS:This ma Is for planning purposes only. It Is not adequate for legal Map:132 Parcel:016 Board of Health a p v Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located 1"=100'may not meet established map accuracy standards. The parcel lines on this map E. are onlygraphlc representations of Assessor's tax parcels. They are not true property across the street. Abutters : boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer r 4y18/2014 AbutterReport Board of Health Abutter List for Map & Parcel(s): '132016' t Direct abutters (no set distance) and the properties located across the street. Total Count: 5I Close Map&Parcel Owners Owner2 Addressl Address 2 Mailing Country Deed CityState2ip DONAGHY, 132015 FRANCES M & DONAGHY REALTY 1320 HORN OF MONTPELIER, 6785/306 GARRET, TRUST THE MOON RD VT 05602 ELIZABETH HALLAM,ROBERT WEST 132016 D&SUZANNE N 40 JOSIAH'S PATH BARNSTABLE, 27053/60 MA 02668 WEST CHASE,WILLIAM M 132018 &MA WILLARET R P O BOX 502 BARNSTABLE, 2333/346 MA 02668 PEDERSEN, WEST 132027 TIMOTHY &GRACE P O BOX 16 BARNSTABLE, 8577/254 L MA 02668 WEST 156005 LEARY,30SEPH F& PO BOX 488 BARNSTABLE, 23960/230 SUSANNE H MA 02668- 0488 This list by itself does NOT constitute a certified list of abutters and is provided only as an aid to the determination of abutters If a certified list of abutters is required,contact the Assessing Division to have this list certified.The owner and address data on this list is from the Town of Barnstable Assessor's database as of 4/1 812 0 1 4. http://rriaps.tovmofbarnstable.us/arcims/appgeoapp/AbutterReport.aspPtype=BOH 1/1 i 1 Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax (508)477-5313 April 19, 2014 Re: 28 Wiinilainen Rd, W. Barnstable MA (Assessors Map 132, Parcel 016) Upgrade of a failed Soil Absorption System Dear Sir/Mam: Please be advised that an application for variances from the Massachusetts Department of Environmental Protection, Title 5, and Local Regulations have been submitted to the Barnstable Health Department for approval. The following variances are being requested: • LOCAL REGULATION, Chapter 397-8(E) —Well Locations 1. A 25' variance, S.A.S. to well (abutter at#27 Wiinikainen Rd, for a 125' setback. 2. A 1' variance, S.A.S. to well (abutter at #40 Wiinikainen Rd, for a 149' setback. 3. A 50' variance, S.A.S. to well (locus), for an 10' setback. 4. A 20'variance, septic tank to well (locus), for an 80' setback. The application and plans are available for review at the Barnstable Health Department, 200 Main Street, Hyannis, MA, Monday through Friday (excluding holidays) from 8:30 a.m. to 4:30 p.m. A public hearing will be held, to discuss the proposed work, on Tuesday, May 13, 2014, at 3:00 p.m. The hearing will be held at the following location: Town Hall Hearing Room Second Floor 367 Main Street Hyannis, MA SftTc�ely, Peter T. McEntee P.E. f TRANS. NO.: CITY/TOWN: APPLICANT: t�sr-t--H of laws ADDRESS: 'Z$ w�'�n ka�ner• (2 dl DESIGN FLOW: -15 ei gpd REVIEWED BY: MezA K,-- P E DATE: O'V ` t 51 1 A- N/A OK NO Legal boundaries denoted 310 CMR 15.220(4)(a)] t✓ Street,Lot, tax parcel number and lot number noted on plan [310 ✓ CMR 15.220(4)(u)] Locus Provided 310 CMR 15.2204 t Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for components) 310 CMR 15.220(4)] Easements shown [310 CMR 15.220(4)(b)] i/ System located totally on lot served [310 CMR 15.405(1)(a) for ✓ upgrades]- if not, a variance is required [310 CMR 15.412(4)] Location of impervious surfaces (driveways,parking areas etc.) ✓ [310 CMR 15.220(4)(d)] Location all buildings existing and proposed 310 CMR ✓ 15,220 4 c Location and dimensions of system components and reserve ✓ areas. 310 CMR 15,220(4)(e)] System Calculations [310 CMR 15.220 4 daily flow se tic tank capacity (required and rovided ✓ soil absorption system (required andprovided) t/ whether system.stem designed for garbage grindei c/ North arrow 310 CMR 15.220(4)(g)] ✓ Existing and ro osed contours [310 CMR 15.220 4 ✓ Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220 4 h v Names of soil evaluator and BOH representative [310 CMR 15.220 4 h and i Location and date of percolation tests (performed at proper elevation?) r310 CMR 15,220(4)(i)] Percolation test results match loadin rate? 310 CMR 15.242 Certification statement by Soil Evaluator 310 CMR 15.220(4)0)1 Observed and Adjusted groundwater (method for adjustment No G W. given or indicated) [310 CMR 15.103(3) and 310 CMR 15,220(4)(n)] Address Sheet 1 of 7 y i S - N/A OK NO Location of every water supply,public and private, [310 CMR 15.220 4 k •t�l within 400 feet of the proposed system location in the case of surface water supplies and gravel packed public water sup2ly within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case of private water supply wells YeS w ''-'L - L i 1 ocat on of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and any catch basins located within 50 ft. 310 CMR 15.220(4)(1)] Water lines and other subsurface utilities located [310 CMR 15.220 4 m if water line cross see 310 CMR 15.211 1 1 Profile of system showing invert elevations of all system components and the bottom of the SAS 310 CMR15.220 4 0 ] Stamp of designer 310 CMR 15.220 1 and 310 CMR 15.220(2)] ✓ Stamp of Registered Land Surveyor (required if construction activities within 5 ft. of lot line) [310 CMR 15.220(3)] Test Holes adequate (two in each of the primary and reserve unless trenches as permitted in 310 CMR 15.102(2) or as a2proved for an upgrade under LUA at 310 CMR 15.405 1 k Test hole adequate to demonstrate four feet of suitable material? 310 CMR 15.103 4 ] Test Holes adequate to confirm adequate groundwater separation? ✓ 310 CMR 15.103(3)] Benchmark within 50-75' of system 310 CMR 15.220(4)(9)] Materials specifications noted? [various sections of 310 CMR ✓ 15.000 System components not> 36" deep (unless Local Upgrade Approval or LUA requested) 310 CMR 15.405 1 b I Address Sheet 2 of 7 r �r 4 N/A OK NO Size OK? 310 CMR 15.223 1 Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CMR 15.227(6)] Outlet tee with gas baffle or approved filter 310 CMR 15,227(4)] ✓ Note regarding installation on stable compacted base [310 CMR 15.228 1 Separation between inlet and outlet tees (no less than liquid depth) 310 CMR 15.227 2 Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for .upgrades under LUA 310 CMR 15.405 1 k ] Minimum cover 9" (Tanks buried more than 9" must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232 3 ( ] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" by 7/07 [310 CMR 15.228(2)] ✓ Access to within 6 " of grade - one port for systems<I 000gpd, two fors stems >1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15,228(2)] > 10 ft from building foundation 310 CMR 15.211 1 ] Buoyancy calculation Re uired/Done [310 CMR 15.221(8)] H-20 Where appropriate? 310 CMR 15.226(3)] Setbacks from resources 1310 CMR 15.211 1/ Required when other than single-family dwelling or flow>1000 d 310 CMR 15.223 1 b First compartment 200% daily flow; Second compartment 100% l daily flow 310 CMR 15.224(2) and 3 "U" pipe through or over baffle, outlet of each compartment with as baffle or approved filter [310 CMR 15.224(4)] Address Sheet 3 of 7 I` N�/A OK NO Located at least ten feet from any water line? [310 CMR 15.222(2)] Disposal piping at least 18" below water line (when water and sewer cross, see 310 CMR 15.211(1)[1 Cleanouts required/provided ? 310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CMR 15.221(6)(c Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable [310 CMR 15,222(6)] Proper pitch on all runs? (,005 within gravity-distributed trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] .Siphonproblem/ leachfield below pump chamber Endca s or vent manifoldspecified? L/ Size and orientation of discharge holes specified? (not smaller than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed �TT{�tt�� .. ZrviKn y J./7`.1.? t� V• .�O(Te .sY®.��i '� �j3��7f1 I�F ''C 7f ��{/t .�t's�C�.41`��J 3Is�`'.i6f<4 i Stable compacted base [310 CMR 15.221(2) and 310 CMR / 15.232 2 a ✓ Splash plate or baffle tee required on inlet/provided? (when / pressure sewer to d-box or steep pitch of gravity sewer) [310 ✓ CMR 15.323 3 a Riser if deeper than 9" 310 CMR 15.232 3 Inside minimum dimension 12" 310 CMR 15.232(2)(b)] Minimum sum 6" [310 CMR15.232 3 e ] Watertight cover if<2000gpd); waterproof manhole if>2000gpd 310 CMR 15.2323 d ] ��i 1R ■/c^Le i A '?z 4 3 _-Y. 5.r l a P4 ( 1 X t''.1 4 4 '..�z hr3 .tr� �i4i�.r_ 3t�} 3E'ki.`k� •gr k _ Y V �K��S < . :� t l � F C'. ✓ _AIL �'�t 4 ttx 1{xt '.4 Capacity (emergency storage above working=design flow)? [310 CMR 231 2 Proper setbacks 310 CMR 15.211 same as septic tanks)] Watertight 20-in minium access manhole at least 20" MUST BE TO GRADE 1310 CMR 15.231(5)] Service components accessible (not too deep with piping, disconnects accessible Alarm floats - alarm on circuit separate from 2Lunjs specified? Exceeds two units must have two pumps operating in lead-lag mode. 310 CMR 15.231(6) and 8 Stable Corn acted Base 310 CMR 15.221(2)] .Buoyancycalculations needed ? Provided? 310 CMR 15.221(8)] Address Sheet 4 of 7 N/A OK NO .,� :`� I 3= Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240 1 ✓ Re uired separation togroundwater? 310 CMR 15.212 Aggregate specified as double washed 310 CMR 15.247(2)] System Venting required/provided? (system under driveway or >36" deep) 310 CMR 15.241 Inspection ports specified and within 3"final grade? [310 CMR ✓ 15.240 13 Breakout requirements met? (No violation of breakout elevation within 15 ft of SAS unless barrier) [310 CMR 15.211(1)[4] and Guidance Document Chambers and Gal, in trench configuration supplied with inlet ✓ every 20 ft. 310 CMR 15.253(6)] Each structure with one inspection manhole (if>2000 gpd must be tograde) 310 CMR 15.253(2)] Aggregate 1 minimum- 4'maximum. 310 CMR 15.253 1 b �✓ 2' sidewall credit maximum 310 CMR 15.253 1 a ] ✓ In bed confi ration, inlet evea 40 s . ft. 310 CMR 15.253 6 ] V t { Width 2' minimum 3' maximum 310 CMR 15,251 1 b 100 feet-maximum length 310 CMR 15.251 1 a Minimum separation 2x effective depth or width whichever greater 3x if reserve between trenches 310 CMR 251 1 d Situated along contours 310 CMR 15.251(2)] �✓ Breakout OK? 310 CMR 15.211(1 [4 and Guidance Document i 4 minimum 2 distribution lines 310 CMR 15,252(2)(a)] (/ Maximum separation between lines 6' 310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 i/ CMR 15.252 2 e ] Aggregate depth below discharge pipes 6" minimum, 12" maximum. 310 CMR 15.252 2 Separation between beds 10' minimum. [310 CMR 15.252(2)(Q] (/ Bottom area used in calculations only 310 CMR 15.252(2)(i)] Address Sheet 5 of 7 i N/A OK NO Pressure Dosed System ? Provided pump and piping / calculations as required 310 CMR 15.220(4)(r)] Pressure dosing required on all systems >2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and VA Remedial Use Approvals] If used in gravelless system- make sure jet is directed as not to scour soil interface Guidance Document] Inspections once per year (systems<2000 gpd) or quarterly >2000 dgood to note on plan 310 CMR 15.254(2)(d)] Construction in fill -Did the plan specify that the fill shall meet the specification of 310 CMR 15,255 3 ? / Impervious barrier and/or retaining wall ? Guidance Document Impervious barrier installation must be supervised by designer 310 CMR 15.255(2)(b)] Retaining wall must be designed by Registered Professional Engineer 310 CMR 15.255(2)(a)] Side slope not exceed 3:1 ? 310 CMR 15.255 2 Breakout requirements met? [310 CMR 15.252(2) and Guidance Document At least 5 ft, from impervious barrier to edge of SAS (10 ft. recommended [310 CMR 15.255 2 e 1 b#so-'Y ,'.>� ;Gravel ey Check DEP Approval letters for credits and design conditions k./ If used with pressure dosing do not allow pressure discharge to scour soil interface K- lter: cm! Was DEP Approval Letter provided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all DEP Ap2roval Conditions? Is there a note on the plan regarding the requirement for e etual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has a22licant submitted a co2y of a maintenance ..,.-�,»ra ...'$ ,.✓h..:.5,:k r.,t�:..t..a.,?s?.�-a.y.� ,� *''.c'f. ,.tS ,v�. t `t+a')1. 'i1� .�S,Y Y r ss•, ,. d� .J j� Sr t- ��5? Are the variances listed on the plan ? [310 CMR 15.220 4 f� RLS Stamp necessary on plan if a component is within five feet of property line 310 CMR 15.412(4)] l/ New construction or increased flow proposed- [Refer to 310 / CMR 15.414] i/ Address Sheet 6 of 7 f N/A OK NO {AM Is the system in a Designated Nitrogen`Sensitive Area (Zone II for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and ✓ 310 CMR 15.216 - also refer to Policy regarding upgrades of such existing systems) Is the system proposed on the same lot as served by private well ? [310 CMR 15.2142 ] Are the nitrogen loads proposed in compliance? [310 CMR 15:216(1 Pum in to se tic tank ? 310 CMR 15.229 �✓ Shared S stem 310 CMR 15.290] Address Sheet 7 of 7 Engineering Works, Inc. 12 West Crossfield Road, Forestdale, MA 02644 Tel/Fax(508)477-5313 April 15, 2014 Town of Barnstable Board of Health 200 Main Street Hyannis, MA 02601 Re: 28 Wiinikainen Rd, W. Barnstable, MA (Assessors Map 132, Parcel 016) Upgrade of a failed Soil Absorption System Dear members of the Board: On behalf of my client, Mr. Robert Hallam, the following variance requests are being made for upgrade of a soil absorption system. • LOCAL REGULATION, Chapter 397-8(E) —Well Locations 1. A 25' variance, S.A.S. to well (abutter at#27 Wiinikainen Rd, for a 125' setback. 2. A 1' variance, S.A.S. to well (abutter at#40 Wiinikainen Rd, for a 149' setback. 3. A 50' variance, S.A.S. to well (locus), for a 100' setback. 4. A 20'variance, septic tank to well (locus), for an 80' setback. Variance requests are being made due to site constraints. Sincerely, c' V 4� Peter T. McEntee P.E. L Town of Barnstable P# nepartinent of.Regulatory Services G. � . 3 tt Publ .c.Health Division Date >t A 200 Main Street,Hyannis MA 02601 l i Date Scheduled .>'r f, . '! OV'.. Time � ! Fee Pd, �d Q Soil Suitability Assessment for Sew .(e Dispo. . l,-�; q Performed:By: y Witnessed By:. LOCATION & GENERAL INFORMATION '' Location Address Z� ;� �"( a 1.e- Owner's NameD Address 70 c .z i. t h�s / 9 f 1 (IA 2-1c cc Assessor's Map/Parcel: 32— of G Engineer's Name (-�! el-e- NEW CQNSTRUCTION REPAIR X Telephone# ,jd'9— -7.3'7 1f­70.,� Land Use [Zt$ICUE �IC/` Slopes(90) �- Surface Stones y NO^e Distance's from:\ Open Water Body! � fi Possible Wet Area lJ U ft Drinking Water Well 1/ft - Dralnage Way ft Property Line Other fit SKETCH:(Street name,dimegsions of lot,exact locations of test holes&perc tests,locate wetlands?n proximity to holes) i _z_ ' r Parent material(geologic) / )U ��r �` Depth to Bedrock Depth to Groundwater. Standing Water In Hole: A)Cj Gckl Weeping from Pit Poce, //\Jj `- Estimated Seasonal High Oroundwater ;1- f 3 Z--` DETERMINATION FOR:SEASONAL HIGH WATER TABLE Method Used: - - Depth Observed standing in obs.hole: In, Depth to sell mottles: In. Depth to weeping from side of obs,hole, in, groundwater Adjustment fr. Index Well.# Reading Date: Index Well leyal Ad,factor Adj,.O puttdwater Level , o PERCOLATION TESL' wtv- Time,�.� v' Observation -Z t Hole# 1��— Time,at 9" Depth of Pero 7 ! Time at 6" 10 S,tatt Pre-soak Time® Time(9"•6") End Pre-soak Rate MindInch. L 2--- Site Suitability Assessment: Site Passed) Site Failed: Additional Testing Needed(YIN) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to bo conducted within 100' of wetland, you must first notify the. Barnstable Conservation Division at least one (1) week prior to beginning, Q;ISEPTIC PRCFORM,DOC } DEEP.OBSERVATON HOLE LOG Hole# i_. Depth from Soil Horizon Soil Texture Sdi1 Color Soil• Other Surface(in.) r (USDA) (Munsell) Mottling ;'(SG•ucture;Stones;Boulders, Cons1. e-. Gravel) i61 rL Z- DEEP OBSERVATION HOLE.LOG Hole# Z Depth from 5o11 Horizon Soil Texture Soil Color Soil Other Surface(in,) (USDA) (Munsell) Mottling (Structure,Stones.,Boulders, Consistency. cg 6 .S `- +Z 313 ai --1'3•�- C.z �'"-tit S�,�u1 � ��W DEEP OBSERVATION HOLE LOG Hole# Depth from' Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. Gravel) DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Sol Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Staves;Boulders. 0 a ' c Flood Insurance Rate Man: Above 500 year flood boundary No _ Yes , Within 500yearboundary No K Yes., Within 100 year flood boundary No Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed thrpughout the area proposed for the soil absorption system? _ If not, what is the depth of naturally occurring pervious material`s Certification �t ��� I certify that on (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 10 CMR 15.0.17. te ��� � j,� • Signature ' "`— Da -- -�-- - Qi�$BP`i'lC�EERCPOItM.DOC 'I Town of Barnstable Barnstable Regplatory Services Department j&,t;a j ■nxaysras�, Public Health Division m 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL# 70083230000251782220 1/10/2011 IncToday Real Estate f c/o David Holt 1533 Falmouth Road —_cPrt ille,MA 02632 R-Or- TO COMPLY WITH STATE ENVIRONMENTAL CODE;TITLE 5 z The septic system located at 28 Wiinikainen Road, West Barnstable, MA was last inspected on January 4, 2011, by Shawn McElroy, a certified septic inspector for the State of Massachusetts. The inspection of the septic system showed that the system "Failed" under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: • Backup of sewage into facility or system component due to an overloaded or clogged SAS. • Liquid depth in cesspool is less than 6"below invert or available volume is less than '/2 day flow You are ordered to repair or replace the septic system within Sixty (60) days from the date you receive this notification. Failure to repair/replace the septic system within the,deadline period will result in future enforcement action. PER ORDER OF T BOARD.OF HEALTH oPasMcKean,R.S., CHO Agent of the Board of Health - t TZ✓� Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 28 Wiinikainen Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for every W. Barnstable MA 02668 1-4-11 page. City/Town State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. A. General Information I 1. Inspector: V Shawn Mcelroy Name of Inspector Upper Cape Septic Services Company Name 29 Atwater Dr Company Address E. Falmouth MA 02536 City/Town State Zip Code 508-495-0905 S13971 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15.340 of Title 5 (310 CMR 15.000).The system: ❑ Passes ❑ Conditionally Passes ® Fails ❑ Needs Further Evaluation the Local Approving Authority 1-4-11 Inspector's Signature Date The system inspector shall submit a copy of this inspection report to the Approving Authority (Board of Health or DEP)within 30 days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system owner and copies sent to the buyer, if applicable, and the approving authority. ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. System has three cesspools, all filled to capacity at inspection. + ( 6 t5insp official document•03/08 Tile 5 Official inspection Form:Subsurface Sewage D posal S stem•Page 1 of 15 t � r Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ^M 28 Wiinikainen Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for every W. Barnstable MA 02668 1-4-11 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Inspection Summary: Check A,B,C,D or E/always complete all of Section D A) System Passes: ❑ 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist.Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the "Conditional Pass"section need to be replaced or repaired. The system, upon completion of the replacement or repair, as approved by the Board of Health,will pass. Answer yes, no or not determined (Y, N, ND)in the ❑ for the following statements. If"not determined,"please explain. ❑ The septic tank is metal and over 20 years old*or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. * A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND Explain: ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s) or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health):. ❑ broken pipe(s) are replaced ❑ obstruction is removed t5insp official document•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 2 of 15 Commonwealth of Massachusetts F Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 28 Wiinikainen Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for every W. Barnstable MA 02668 1-4-11 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cont.): ❑ distribution box is leveled or replaced ND Explain: ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s) are replaced ❑ obstruction is removed ND Explain: C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health (and Public Water Supplier, if any) determines that the system is functioning in a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS) and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. t5insp official document•03108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 3 of 15 Commonwealth of Massachusetts u W Title 5 official Inspection Fora a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 28 Wiinikainen Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for every W. Barnstable MA 02668 1-4-11 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) C) Further Evaluation is Required by the Board of Health (cont.): ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply well". Method used to determine distance: ** This system passes if the well water analysis, performed at a DEP certified laboratory, for coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other.failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ® ❑ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ® Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ® ❑ Liquid depth in cesspool is less than 6" below invert or available volume is less than 1/ day flow ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS, cesspool or privy is below high ground water elevation. ® Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. t5insp official document-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 4 of 16 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 28 Wiinikainen Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for every W. Barnstable MA 02668 1-4-11 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) D) System Failure Criteria Applicable to All Systems (cont.): Yes No ' ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered.A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design flow of 2000gpd- 10,000gpd. ® ❑ The system fails. I have determined that one or more of the above failure criteria exist as described in 310 CM 15.303,therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E) Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either'fires" or"no"to each of the following, in addition to the questions in Section D. Yes No i ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply El El Area system is located in a nitrogen sensitive area (Interim Wellhead Protection Area — IWPA) or a mapped Zone II of a public water supply well If you have answered "yes".to any question in Section E the system is considered a significant threat, or answered "yes" in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304. The system owner should contact the appropriate regional office of the Department. t5insp official document•OW08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 5 of 15 5 , Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 28 Wiinikainen Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for every W. Barnstable MA 02668 1-4-11 page. City/Town State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate "yes"or"no" as to each of the following: Yes No' I - ❑ ® Pumping information was provided by the owner, occupant, or Board of Health ❑ ® Were any of the system components pumped out in the previous two weeks? ❑ ® Has the system received normal flows in the previous two week period? ❑ ® Have large volumes of water been introduced to the system recently or as part of this inspection? ❑ ® Were as built plans of the system obtained and examined? (If they were not available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were.all system components, excluding the SAS, located on site? ® ❑ Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System (SAS) on the site has been determined based on: ❑ ® Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CMR 15.302(5)] t5insp official document•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 6 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 28 Wiinikainen Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for every W. Barnstable MA 02668 1-4-11 page. City/Town State Zip Code Date of Inspection D. System Information Residential Flow Conditions: Number of bedrooms (design): 3 Number of bedrooms (actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x #of bedrooms): 330 Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes ® No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available last 2 ears usage d Well 9 ( Y 9 (gpd)): Sump pump? ❑ Yes ® No Last date of occupancy: Date 010 Commercial/Industrial Flow Conditions: Type of Establishment: Design flow(based on 310 CM 15.203): Gallons per day(gpd) Basis of design flow(seats/persons/sq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: Last date of occupancy/use: Date Other(describe): t5insp official document•03jD8 True 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 7 of 15 I' Commonwealth of Massachusetts u, W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 28 Wiinikainen Rd Property Address Bank Owned (Contact David Holt c@ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for every W. Barnstable MA 02668 1-4-11 page. City/Town State Zip Code Date of Inspection D. System Information (coot.) General Information Pumping Records: Source of information: N/A Was system pumped as part of the inspection? ❑ Yes ® No If ,es volume pumped: Y gallons How was quantity pumped determined? Reason for pumping: Type of System: ❑ Septic tank, distribution box, soil absorption system ® Single cesspool ® Overflow cesspool ❑ Privy ❑ Shared system (yes or no) (if yes, attach previous inspection records, if any) r, ❑ Innovative/Alternative technology.Attach a copy of the current operation and maintenance contract(to be obtained from system owner) and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank.Attach a copy of the DEP approval. ❑ Other(describe): Approximate pp a age of all components, date Installed (If known) and source of Information: 1960's Were sewage odors detected when arriving at the site? ❑ Yes ® No t5insp official document•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 8 of 15 Commonwealth of Massachusetts W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments °M 28 Wiinikainen Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for every W. Barnstable MA 02668 1-4-11 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Building Sewer(locate on site plan): Depth below grade: 24"feet Material of construction: ® cast iron ❑ 40 PVC Orangeburg ® other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting, evidence of leakage, etc.): Good condition. Septic Tank(locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other (explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance? (attach a copy of certificate) ❑ Yes ❑ No -------------------------------------------------------------------------------------------------------------------------- Dimensions: Sludge depth: Distance from tcp of sludge to bottom of outlet tee or baffle Scum thickness Distance.from top,of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? t5insp official document•03108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 9 of 15 L Commonwealth of Massachusetts W Title 5 Official Inspection Form a Subsurface Sewage Disposal System Form -Not for Voluntary Assessments M 28 Wiinikainen Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for every W. Barnstable MA 02668 1-4-11 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Grease Trap (locate on site plan): Depth below grade: feet Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑'polyethylene ❑ other (explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle f Date of last pumping: _ Date Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection) (locate on site plan): Depth below grade: Material of construction: ❑ concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑ other(explain): t5insp official document•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 10 of 15 Commonwealth of Massachusetts W Title 5 official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments ,M 28 Wiinikainen Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for every W. Barnstable MA 02668 1-4-11 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Tight or Holding Tank (cont.) Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order: ❑ Yes ❑ No Date of last pumping: Date Comments (condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No Distribution Box(if present must be opened) (locate on site plan): Depth of liquid level above outlet invert N/A Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): Pump Chamber(locate on site plan): Pumps in working order: ❑ Yes • ❑ No Alarms in working order: ❑ Yes ❑ No t5insp official document•03/08 Title 6 Official Inspection Form:Subsurface Sewage Disposal System•Page 11 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form o Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 28 Wiinikainen Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is W. Barns - - required for every table MA 02668 1 4 11 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System (SAS) (locate on site plan, excavation not required): If SAS not located, explain why: Type: ❑ leaching pits number: ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ® overflow cesspool number: 2 ❑ innovative/alternative system Type/name of technology: Comments (note condition of soil, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Both cesspools filled to capacity at inspection. t5insp official document•03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 12 of 15 Commonwealth of Massachusetts u Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments �M 28 Wiinikainen Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for every W. Barnstable MA 02668 1-4-11 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Cesspools(cesspool must be pumped as part of inspection)(locate on site plan): Number and configuration 3-Inline Depth —top of liquid to inlet invert Over Depth of solids layer 3 Depth of scum layer 3 Dimensions of cesspool 6x6 . Materials of construction Block Indication of groundwater inflow ❑ Yes ® No Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): All three cesspools were filled to capacity at inspection. Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5insp official document-03108 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 13 of 16 Commonwealth of Massachusetts F W Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 28 Wiinikainen Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for every W. Barnstable MA 02668 1-4-11 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. aC- . I � p c C) 13 -�- 39 A--V—- 6-0-ao t5insp official document-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 14 of 15 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 28 Wiinikainen Rd Property Address Bank Owned (Contact David Holt @ Today Real Estate 1-800-966-2448) Owner Owner's Name information is required for every W. Barnstable MA 02668 1-4-11 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 20' feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: Date ® Observed site(abutting property/observation hole within 150 feet of SAS) ® Checked with local Board of Health -explain: ® Checked with local excavators, installers- (attach documentation) ® Accessed USGS database - explain: You must describe how you established the high ground water elevation: USGS maps show groundwater at 20'. t5insp official document-03/08 Title 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 15 of 15 LEGEND N EXISTING CESSPOOL -- 98 -- EXISTING CONTOUR TO BE REMOVED x 100.98 EXISTING SPOT GRADE SEE NOTE 11 d A EXISTING WELL \�ao„ sP<�� W EXISTING WATER SERVICE ore 4 96.77 �, +6.91 t9 TEST PIT e ° V i o Y' m er 94.51 +.9.5,20 �' f• .lawn' / - BENCHMARK P\a I`° 97.32 STRIPOUT �e s ,Fd ISTING ORYWELL 96,34 PR0r0SED Mo° TO BE PUMPE(�,--ILLED SEPTIC TANK SEE NOTE 11 94.38 WITH SAND& ABANDONED "af,. / INSTALL LOCUS CLEANOUT� 97.81 + ' --T 50' 97,24 TP-1 LOCUS MAP x 9 .83 "�0 0 / 80' x 100 97,87 i.-gyp=2--v-V 7,93 NOT TO SCALE / ' x [ ;\ WEL O O O vi 95.39 GENERAL NOTES: x ` O 'W.I a 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 99,49 98 47T gg 64 ;' BOARD OF HEALTH AND THE DESIGN ENGINEER. 98,78 -_ cn cal 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS x ( i 20 ;0 ' OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 96,16 x / 7,81 x CO C. :� LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: i . ...a_� -LOCAL REGULATION Chapter 397-8 E , Well Locations: / P � ) P /0 GARAGE �991 1 A 25' variance, S.A.S. to Well Abutter at 27 Wiinikainen Rd.), i ' ) ( # I � � N (SLAB) � �' �$-•-� I x gg,76 fora 125' setback. 98A2 o I EXISTING o, 2) A 1' variance, S.A.S. to Well (Abutter at #40 Wiinikainen Rd.), 0 0 ) HOLISE(�28)/ /.I fora 149' setback. 1 3) A 50' variance, S.A.S. to Well (locus), for a 100' setback. ) � T.O.F.=100.45E x 99,23 ` / 4 A 20' variance, septic tank to Well locus for on 80' setback. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 98/2. / TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. � 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING 99,80 BM 98 9� x FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN P,8,84 99.90 100.24 ENGINEER BEFORE CONSTRUCTION CONTINUES. i'- IYILJL 132-016 : ;PAVED:.. .: 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 0 ::'DRIVEWAY,; ` + 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF x / 1 12,000±SF x `/ 37 THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF ( 100.36 J 99.92 0. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 99.45 C" 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. x ,84 9,19 x CB 99 150 99,41 :' •' 9 �1 8. WELL LOCATIONS ARE AS SHOWN ON PLAN. 9 Z ti� 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS edge of povemenf � (� G AGREED UPON BY OWNER AND CONTRACTOR OR AS OTHERWISE 100.30 99,36 99.30 w 99.65 �t� DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY m O O THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 2 J CONSTRUCTION. W II NI KA I NEN ROAD J 1 1. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS J IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S, AND N w REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). BEDROOM BEDROOM BEDROOM 3 EXISTING CESSPOOLS 12. 140tSF BENCHMARK � TO BE PUMPED, FILLED AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 180tSF 120tSF OUTSIDE CORNER WITH SAND & ABANDONED INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. CONCRETE STOOP 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND HALL BATH ENTRY Q��� OF Mgss9C EL.=100.24 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. CL. 2 o PETER T. s PROPOSED SEPTIC SYSTEM UPGRADE PLAN LIVING ENTRY / cEN TEE ROOM CL. KIT./DIN. LAUNDfi � M CIVIL N WEST BARNSTABLE, MA No. 35109 28 WIINIKAINEN ROAD, ENTRY �FGISIE��� Prepared for: Robert Hallam, 40 Josiah's Path, West Barnstable, MA 02668 ENTRY '`F N��� OWNR OF RECORD Engineering by: SCALE DRAWN JOB. NO. FLOOR PLAN HALLAM, ROBERT D & SUZANNE M Engineering Works, Inc. 1 =20' P.T.M. 127-14 40 JOSIAH'S PATH 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. �J IA- WEST BARNSTABLE, MA 02668 508 477-5313 4/15/14 P.T.M. 1 Of 2 t NOTE: TO PREVENT BREAKOUT, FINAL GRADE SEPTIC TANK SHALL NOT BE AT, OR BELOW, E'=95.00 INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' FROM THE EDGE OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX OF THE PROPOSED S.A.S. INSTALL RISER & COVER PROPOSED S.A.S. �28' SET TO 6" OF GRADE INSTALL RISER & COVER OVER EACH CHAMBER AND 5c�•4' LG. 0.45t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT vi .=99.4t F.G. EL.=98.2t F.G. EL.=98.0f F.G. EL.=98.0t pf} MANTAIN 2% SLOPE OVER S.A.S. �' o� I o 1 A L = 45't r 3'(max.) L = 8' L = 5' i �'��1 o I N ® S=1% (MIN.) ® S=1% (MIN.) ® S=l% (MIN.) 2" LAYER OF 1/8" TO 1/2" GARAGE 2�4 34.4' o_ 1 4"SCH40 PVC - 4"SCH40 PVC „ 4"SCH40 PVC DOUBLE WASHED STONE 10' (OR APPROVED FILTER FABRIC) � s" ae®�aaa (SL4B) 14" as®®a®a INV.=96.15 48" IJQUID aaaaaaa --3/4" TO 1-1/2" DOUBLE 2�535•A LEVEL 7 ADD INV.=94.77 PROPOSED 4' 5.2' 4' WASHED STONE GAS BAFFLE �� INV.=94.60 EFFECTIVE WIDTH = 12.8' INV.=95.90 3 OUTLETS INV.=94.50 PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS CONNECT TO EXISTING SUITABLE SEWER PIPE/S SURROUNDED WITH STONE AS SHOWN AT HOUSE, AT OR ABOVE, INV.=97.Of verif H-10 RATED TOP CONC. ELEV.=95.3t E3�B� SEPTIC LAYOUT BREAKOUT ELEV.=95.00 NOTES: INV. ELEV.=94.50 3 0 631 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & aaaBaaaaaaa INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. - aaaaaaaa®aa BOTTOM ELEV.=92.50 STRIPOUT 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 2 x 8,5' = 17.0' 4' EL.=92.0f TRUE TO GRADE ON A MECHANICALLY COMPACTED 4 OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' SIX INCH CRUSHED STONE BASE, AS SPECIFIED PERVIOUS MATERIAL) ABOVE G.W.(MIN. IN 310 CMR 15.221(2). 5 LEACHING SYSTEM SECTION ®®®® 0 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TEST PIT, EL.=87.0 � ' ®'1 ® ®�® 33" 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. et Lu ®®® N Z ®IT®®®® ® ®®®® SEPTIC SYSTEM PROFILE 102" DESIGN CRITERIA SOIL LOG 4" KNOCKOUT NUMBER OF BEDROOMS: 3 BEDROOMS DATE: MARCH 24, 2014 (REF#14,312) 20" DIA. COVER SOIL EVALUATOR: PETER McENTEE PE(SE#1542) / SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) WITNESS: DONNA MIORANDI R.S. HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP— 1 DEPTH ELEV. TP-2 DEPTH 4" KNOCKOUT 4" KNOCKOUT 58" DAILY FLOW: 330 GPD 98.0 A 0" 98.j A 0" 0 DESIGN FLOW: 330 GPD SANDY LOAM SANDY LOAM GARBAGE GRINDER: NO-not allowed with design 97•0 9 1OYR 3/3 12" 97•3 B 10YR 3/3 10" 1 4" KNOCKOUT LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF SANDY LOAM SANDY LOAM .74 GPD/SF 950 C111 10YR 5/4 36" 95.3 C10YR 5/4 34„ 500 GALLON CAPACITY, H-10 LOADING PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY SILT LOAM SILT LOAM CHAMBERS PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 92.0 72" 91.9 74"1OYR 5/3 1OYR 5/3 N.T.S. C2 USE 2-500 GALLON LEACHING CHAMBERS IN SERIES C2 PERC PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 74"/86" SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. MED. SAND MED. SAND 28 WIINIKAINEN ROAD, WEST BARNSTABLE, MA BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 2.5Y 6/4 2.5Y 6/4 Prepared for: Robert Hallam, 40 Josiah's Path, West Barnstable, MA 02668 TOTAL AREA:.............................................................. 471.2 S.F. 87.0 132" 87;1 132" Engineering by: SCALE DRAWN JOB. N0. Engineering Works Inc. N.T.S. P.T.M. 103-14 PERC RATE <2 MIN/IN. "C2" HORIZON 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD NO GROUNDWATER,ENCOUNTERED (508) 477-5313 42//%OW P.T.M. 2 Of 2 �3 4 LEGEND N EXISTING CESSPOOL -- gg -- EXISTING CONTOUR TO BE REMOVED x 100.98 EXISTING SPOT GRADE SEE NOTE 11 EXISTING WELL `on Sp Vod <o° W EXISTING WATER SERVICE < °`F�ooe 96.77 +6.91 TEST PIT P�de< 8° �o�y 94.51 — BENCHMARK -F•9.520 � low g d O of JF�CISTING ORYWELL i 96.34+ edge // 97.32 STRIPOUT TO BE PUMPED -1LLED S[poCOSED TANK SEE NOTE 11 94.38 WITH SAND,& ABANDONED INSTALL CLEANOUT� 97,81 + ' TP-1 LOCUS MAP / ,83 / 80' x 97,24 .. r--�p 97,87 ♦��P'"2" 7.93 NOT TO SCALE WEI7 100' x -r'10� ,� �✓ GENERAL NOTES: 1.21 x / // +�,,; O o'i � � 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 98.78 / 99,47 _ 98.47 98,64 {�;'„• :Lull a BOARD OF HEALTH AND THE DESIGN ENGINEER. x 20, :, .• Da CV o 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS ( OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 9616 x / //57,81 x / CO C. O '�;l LOCAL RULES AND REGULATIONS EXCEPT AS REQUESTED BELOW: / GARAGE —LOCAL REGULATION Chapter 397-8(E), Well Locations: , , , �9,1 1) A 25' variance, S.A.S. to Well (Abutter at #27 Wiinikainen Rd.), t/ (SLAB) 8'—) x 98,76 for a 125' setback. 98112 o I EXISTING 2) A 1' variance, S.A.S. to Well (Abutter at #40 Wiinikainen Rd.), N p fora a0 149' setback. 1K J HOUSE(#28) , �+, 3) A 50' variance, S.A.S. to Well (locus), for a 100' setback. J T.O.F.=100.45E 99.59- "• x 99,23 ` �' 4) A 20' variance, septic tank to Well (locus), for an 80' setback. x 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 98. 2 DESIGN ENGINEER. 99,80 x 9 'S,1� ', .'•'•.v' "' , x 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING / BM 98,9/Z FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN �8,84 99'90 100,24 "` ENGINEER BEFORE CONSTRUCTION CONTINUES. �'- IYI1:7L 132-016 :;PA!'E°.•...:. , 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF / x 1 12,000tSF x `/ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF ` 100.36 J 99.92 HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION, x 99,84 l — / 99,45 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. CB . 150 99,41 ` 99,19 x << B. WELL LOCATIONS ARE AS SHOWN ON PLAN. 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS Z N OG G AGREED U edge.: PON BY OWNER AND CONTRACTOR OR AS OTHERWISE 100,30 of pavement 99.36 99.30 Gow 99 65 �Cn DIRECTED BY THE APPROVING AUTHORITIES. 10. IT SHALL BE THE RESPONSIBILITY OF THE CONTRACTOR TO VERIFY Q =O a THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING W II ATI KA IN-EAT ROAD 4 0 `� 1 1. WHHERERREQIUIIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS + J IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND ! N �s EXISTING CESSPOOLS REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). BEDROOM LEDROOMBEDROOM BENCHMARK TO BE PUMPED, FILLED 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 180tSF 01 140±SF INSPECTED BY DESIGN ENGINEER PRIOR TO BACKFILL. OUTSIDE CORNER WITH SAND & ABANDONED CONCRETE STOOP 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND HALL �� OF 40ss EL.=100.24 t IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. CL. BATH ENTRY c�F� qC9 LIVING ENTRY/ PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN ROOM CL KIT./DIN. LAUNDR v McEN CIVILEE 28 WIINIKAINEN ROAD, WEST BARNSTABLE, MA 10 No. 359 ' ENTRY Prepared for: Robert Hallam, 40 Josiah's Path, West Barnstable, MA 02668 '�FGIS10 ENTRY �FSS E�G�� OWNR OF RECORD Engineering by: SCALE DRAWN JOB. NO. 4 FLOOR PLAN HALLAM, ROBERT D & SUZANNE M Engineering Works, Inc. 1"=20' P.T.M. 127-14 40 JOSIAH'S PATH 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. �{`'►S�l� WEST BARNSTABLE, MA 02668 (508) 477-5313 4/15/14 P.T.M. 1 Of 2 8 y NOTE: TO PREVENT BREAKOUT, FINAL GRADE SEPTIC TANK SHALL NOT BE AT, OR BELOW, E'=95.00 INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' FROM THE EDGE OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D-BOX OF THE PROPOSED S.A.S. INSTALL RISER & COVER PROPOSED S.A.S. I--12 8' SET TO 6" OF GRADE INSTALL RISER & COVER OVER EACH CHAMBER AND 55.4 xLou, T.O.F=100.45t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORTF.G. EL.=99.4t F.G. EL.=98.2f F.G. EL.=98.Of F.G. EL.=98.Ot MANTAIN 2% SLOPE OVER S.A.S. 2hL = 45't S(mox.) _ � N L _ 8' �°�' a ® S=1% (MIN.) ® S=1% (MIN.) ® S=1%5(MIN.) i Of O 4"SCH40 PVC 4"SCH40 PVC 4"SCH40 PVC 2"DOUBLE WASHED STONE TO 2" GARAGE 22 4 3¢ 4' o_ 10y as as (OR APPROVED FILTER FABRIC) (SLAB) 11 14" s^ a®®a®aa® INV.=96.15 48" LIQUID aaaaBaa ---3/4" TO 1-1/2" DOUBLE rL�j��jrJ•A� LEVEL WASHED STONE ROPOSED ADD INV.=94.77 P 4' 5.2' 4' GAS BAFFLE _ INV.=94.60 INV.=95.90 �'�� EFFECTIVE WIDTH = 12.8' 3 OUTLETS INV.=94.50 PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS CONNECT TO EXISTING SUITABLE SEWER PIPE/S SURROUNDED WITH STONE AS SHOWN AT HOUSE, AT OR ABOVE, INV.=97.Of(verify) H-10 RATED TOP CONC. ELEV.=95.3t SEPTIC LAYOUT NOTES: BREAKOUT ELEV.=95.00 INV. ELEV.=94.50 ®®aaa aBaBaaaaaaa 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & aBaaaaaaaaa INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. BOTTOM ELEV.=92.50 -TEN STRIPOUT 2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' 2 x 8.5' = 17.0' 4' EL.=92.0t TRUE TO GRADE ON A MECHANICALLY COMPACTED 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' SIX INCH CRUSHED STONE BASE, AS SPECIFIED PERVIOUS MATERIAL IN 310 CMR 15.221(2). 5' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM OF TEST PIT, EL.=87.0 4 =E33 Ea®®® 33" 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. - wN Z a SEPTIC SYSTEM PROFILE 102" DESIGN CRITERIA SOIL LOG 4" KNOCKOUT NUMBER OF BEDROOMS: 3 BEDROOMS DATE: MARCH 24, 2014 (REF#14,312) 20" DIA. COVER SOIL EVALUATOR: PETER McENTEE PE(SE#1542) SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) WITNESS: DONNA MIORANDI R.S. HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP- 1 DEPTH ELEV. TP-2 DEPTH 4" KNOCKOUT 4" KNOCKOUT 58" DAILY FLOW: 330 GPD 98.0 A 0" 98.1 A 0" 0 DESIGN FLOW: 330 GPD SANDY LOAM SANDY LOAM GARBAGE GRINDER: NO-not allowed with design 97.0 B 10YR 3/3 12„ 97.3 B 10YR 3/3 10„ 4" KNOCKOUT LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF SANDY LOAM SANDY LOAM .74 GPD/SF 950 C110YR 5/4 36" 95.3 Cl SILT 5/4 34„ 500 GALLON CAPACITY, H-10 LOADING PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY SILT LOAM SILT LOAM CHAMBERS PROPOSED D-BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 1OYR 5/3 1OYR 5/3 N.T.S. USE 2-500 GALLON LEACHING CHAMBERS IN SERIES 92.0 c2 72 91.9 C2 74 SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 1 P4R%as" PROPOSED SEPTIC SYSTEM UPGRADE PLAN SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151.2 S.F. MED. SAND MED. SAND 28 WIINIKAINEN ROAD, WEST BARNSTABLE, MA BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 2.5Y 6/4 2.5Y 6/4 Prepared for: Robert Hallam, 40 Josiah's Path, West Barnstable, MA 02668 TOTAL AREA:.............................................................. 471.2 S.F. 1 Engineering by: l SCALE DRAWN JOB. N0. 87.0 132" 87.1 132" Engineering WOYT�.S, Inc. N.T.S. P.T.M. 103-14 PERC RATE <2 MIN/IN. C2" HORIZON 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET N0. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 V11l]V111# P.T.M. 2 Of 2 LEGEND N EXISTING CESSPOOL -— gg —— EXISTING CONTOUR TO BE REMOVED x 100.98 EXISTING SPOT GRADE a SEE NOTE 11 e EXISTING WELL tca`On SP, 'fir W EXISTING WATER SERVICE F 94.51 96,77 i +6.91 TEST PIT e< ° �aet �n 4-.95,20 town / BENCHMARK + EX/STING DRYWELL 96,34+ e ge of 97.32 STRIPOUT PTO BE PUMPED,-FILLED PROPOSED SEE NOTE 11 SEPTIC TANK P WITH SAN &ABANDONED i a 94.38+ D• • �, INSTALL +� ,P� LOCUS CLEANOUT 97,81 0 / ___--- --�so � TP_1 LOCUS MAP �9 .83 80' x 97,24 - p\ 9 X 87 voTp-2 ,� 7.93 NOT TO SCALE �JJ WE 100 - r. 10, 95,39 /' ,,- ,, — 9-8' 000 I:;' . ':.,,...Q I GENERAL NOTES: x / / i— / J c +I�,' O `N1_ I 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL 1 99•�Y L -- x98,47 r- 98.64 '' �,"`' �W•I � a BOARD OF HEALTH AND THE DESIGN ENGINEER. (nl cal 0 2. ALL WORK AND MATERIALS SHALL CONFORM TO THE REQUIREMENTS x x �' i 20 O •a,1 I OF THE STATE ENVIRONMENTAL CODE, TITLE V, AND ANY APPLICABLE 0 REQUESTED BELOW: 9616 x 97.81 / CO C. / / I .. �.I LOCAL RULES AND REGULATIONS EXCEPT AS i' GARAGE "a -LOCAL REGULATION Chapter 397-8(E), Well Locations: P /0 �99,] ' ;�.: l 1) A 25' variance, S.A.S. to Well (Abutter at #27 Wiinikainen Rd.), z SLAB @ : / for a 1 25' setback. (SLAB) 2.8--i x 98,76 9&12, o I EXISTING ` / T 2) A 1' variance, S.A.S. to Well (Abutter at #40 Wiinikainen Rd.), J for a 149' setback. x ao HOUSE(#28) a0 3) A 50' variance, S.A.S. to Well (locus), for a 100' setback. T.O.F.=100.45E x 99.23 ` 4) A 20' variance, septic tank to Well (locus), for an 80' setback. 3. THE SEWAGE DISPOSAL SYSTEM SHALL NOT BE BACKFILLED PRIOR 98,2 j i� TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE DESIGN ENGINEER. 4. ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION DIFFERING / 99,80BM 98,9_/7 x FROM THOSE SHOWN HEREON SHALL BE REPORTED TO THE DESIGN '318.84 QQ 99,90 100.24 ENGINEER BEFORE CONSTRUCTION CONTINUES. - M L.TL 132 O 1 V PAVED.•:. 5. ALL ELEVATIONS BASED ON ASSUMED DATUM. DRIVEWAY,. 6. THE DESIGN ENGINEER IS NOT RESPONSIBLE FOR THE FAILURE OF / / x + 12,000±SF x \+/ THE CONTRACTOR OR OWNER TO NOTIFY THE LOCAL BOARD OF 100,36 J 99,92 �9. HEALTH FOR PROPER INSPECTIONS DURING CONSTRUCTION. 99,45 CB x 99,84 \�-—� 150' 99�41 :' ` 99,19 x << � 7. WATER SUPPLY PROVIDED BY PRIVATE WELL. 8. WELL LOCATIONS ARE AS SHOWN ON PLAN. 99.79 z y -7- N 9. ALL AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS edge of pavement H 0- G� AGREED UPON .BY OWNER AND CONTRACTOR OR AS OTHERWISE 100,30 99,36 99.30 Lw 99,65 �Cn DIRECTED BY THE APPROVING AUTHORITIES. VERIFY 1 SHALL E THE RESPONSIBILITY OF THE TO 0 IT LL B x j�l T T �T T u �T�/ �T ROAD Q 0 �O THE LOCATION OF ALL UNDERGROUND UTILITIES, PRIOR TO BEGINNING 1 1 1 Y 1 l 1 AI d .Ll 1 Y ` � J J 11. WHERE REQUIRED, CONTRACTOR SHALL REMOVE ALL UNSUITABLE SOILS J IN THE AREA BENEATH AND FOR 5' ON ALL SIDES OF THE S.A.S. AND N W REPLACE WITH CLEAN SAND AS SPECIFIED IN 310 CMR 255(3). EXISTING CESSPOOLS BEDROOM LEDROOM BEDROOM 12. AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE 180±SF 0tSF 140tsF BENCHMARK ro BE PUMPED, FILLED INSPECTED BY DESIGN' ENGINEER PRIOR TO BACKFILL. OUTSIDE CORNER �, I TH SAND & ABANDONED CONCRETE STOOP 13. THIS PLAN IS TO BE USED FOR SEPTIC SYSTEM PURPOSES ONLY AND HALLENTRY BATH �Q��� OF MASSq�ti EL.=100.24 IS NOT TO BE CONSIDERED A PROPERTY LINE SURVEY. LIVING ENTRY o PETER T. PROPOSED SEPTIC SYSTEM UPGRADE PLAN ROOM CL. KIT./DIN. LAUNDRY M EN IL N _ WEST BARNSTABLE, MA Na. 35109 28 WIINIKAINEN ROAD, ENTRY p Prepared for: Robert Hallam, 40 Josiah's Path, West Barnstable, MA02668 - GlSZE��' ENTRY �E'ss.(] �NG�� _ _OWNR OF RECORD - Engineering byi\ SCALE DRAWN JOB. NO. FLOOR PLAN ;fHALLAM, ROBE.RT D & SUZANNE M Engineering,Works, Inc. 1"=20' P.T.M. 127-14 40 JOSIAH'S PATH 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. WEST BARNSTABLE, MA 02668 (508) 477-5313 4/15/14 P.T.M. 1 of 2 f' NOTE: TO PREVENT BREAKOUT, FINAL GRADE SEPTIC TANK SHALL NOT BE AT, OR BELOW, E'=95.00 INSTALL RISERS & COVERS OVER INLET & FOR A DISTANCE OF 15' FROM THE EDGE OUTLET AND SET TO 6" OF FINISH GRADE PROPOSED D—BOX OF THE PROPOSED S.A.S. INSTALL RISER & COVER PROPOSED S.A.S. l--12 8' SET TO 6" OF GRADE INSTALL RISER & COVER OVER EACH CHAMBER AND T.O.F=100.45t SET TO 3" OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=98.Of F.G. EL.=99.4f F.G. EL.-98.2f F.G. EL.=98.0f MAINTAIN 2% SLOPE.' OVER S.A.S. LO p o o� �+ a iN L = 45'f 3'(max.) L — 8 L 5 �� a ® S=1% (MIN.) ® S=1% (MIN.) ® S=1% (MIN.) 224 34! Of 0 4"SCH40 PVC 4"SCH40 PVC 4'SCH40 PVC 2" LAYER OF 1/8" TO 1/2" GARAGE 4 a__ 6^ DOUBLE WASHED STONE 10 1 1 t4" 8" Ba®�Baa (OR APPROVED FILTER FABRIC) - (SLAB) , INV.=96.15 48" LIQUID Baaa13 -F'-3/4" To 1-1/2" DOUBLE LEVEL ADD INV.=94.77 PROPOSED 4' 5.2' 4' WASHED STONE 7 GAS BAFFLE INV.=94.60 INV.=95.90 EFFECTIVE WIDTH = 12.8' 3 OUTLETS INV.=94.50 PROPOSED SEPTIC TANK 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN CONNECT TO EXISTING SUITABLE SEWER PIPE/S AT HOUSE, AT OR ABOVE, INV.=97.Ot(verify) H-10 RATED TOP CONC. ELEV.=95.00 aaBa SEPTIC LAYOUT NOTES: BREAKOUT ELEV.=95.00 INV. ELEV.=94.50 a®aaa 9MBaa69aBaa 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPES & aaaaaaaaaaa INVERTS EXITING HOUSE, PRIOR TO INSTALLATION. BOTTOM ELEV.=92.50 STRIPOUT E:��CTIVE 2 x 8.5' =117.0' 4'2) SEPTIC TANK & D-BOX SHALL BE SET LEVEL AND 4' OF NATURALLY OCCURRING EL.=92.Of TRUE TO GRADE ON A MECHANICALLY COMPACTED LENGTH = 25.0' SIX INCH CRUSHED STONE BASE, AS SPECIFIED PERVIOUS MATERIAL5' (MIN.) ABOVE G.W. IN 310 CMR 15.221(2). LEACHING SYSTEM SECTION ®®®® 0 3) INSTALL INLET & OUTLET TEES.AS REQUIRED. BOTTOM OF TEST PIT, EL.=87.0 - ®®®®®® ® ® ®® ® 33 4) GAS BAFFLE TO BE INSTALLED ON OUTLET TEE AS MANUFACTURED BY TUF-TITE, ZABEL OR EQUAL. N LLJ> ® z ®L®®®® ® ® ®® ® SEPTIC SYSTEM PROFILE 1.02" DESIGN CRITERIA SOIL LOG 4" KNOCKOUT NUMBER OF BEDROOMS: 3 BEDROOMS DATE: MARCH 24, 2014 (REF#14,312) 20" DIA. COVER . SOIL EVALUATOR: PETER 'McENTEE PE(SE#1542) SOIL TEXTURAL CLASS: CLASS I (LOADING RATE=0.74 GPD/SF) WITNESS: DONNA MIORANDI R.S. HEALTH AGENT DESIGN PERCOLATION RATE: <2 MIN/IN ELEV. TP- 1 DEPTH ELEy. TP-2 DEPTH 4" KNOCKOUT 4" KNOCKOUT 58" DAILY FLOW: 330 GPD 98.0 A 0 98�1 A 011 0 DESIGN .FLOW: 330 GPD SANDY LOAM SANDY LOAM 97.0 10YR 3/3 12" 97�3 1 OYR 3/3 10" 4" KNOCKOUT GARBAGE GRINDER: NO—not allowed with designB � e LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF SANDY LOAM i SANDY LOAM •74 GPD/SF 950 C11OYR 5/4 36" 95.3 C10YR 5/4 34„ 500 GALLON CAPACITY, H-10 LOADING PROPOSED SEPTIC TANK: 1500 GALLON CAPACITY SILT LOAM SILT LOAM CHAMBERS PROPOSED D—BOX: 1 INLET, 3 OUTLET (MINIMUM), H-10 RATED 1OYR 5/3 ( 1OYR 5/3 N.T.S. 92.0 72" 91.9 74" USE 2-500 GALLON LEACHING CHAMBERS IN SERIES C2 C2 PERC PROPOSED SEPTIC SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE ON ALL SIDES 74"/86" _ -- SIDEWALL AREA: 2(12.8' + 25.0') X 2 = 151 .2 S.F. MED. SAND ) MED. SAND 28 WIINIKAINEN ROAD, WEST BARNSTABLE, MA BOTTOM AREA: 12.8' x 25.0' = 320.0 S.F. 2.5Y 6/4 1 2.5Y 6/4 Prepared .for: Robert Hallam, 40 Josiah's Path, West Barnstable, MA 02668 TOTAL AREA:.............................................................. 471 .2 S.F. `` Engineering_ by: SCALE DRAWN JOB. NO.. I . 87.0 132" 8I.1 132" Engineering Works; Inc. N.T.-S. P.T.M. 103-14 PERC RATE. <2 MIN/IN. 'C2" HORIZON 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED SHEET NO. DESIGN FLOW PROVIDED: 0.74 GPD/SF(471.2 SF) = 348.7 GPD NO GROUNDWATER ENCOUNTERED (508) 477-5313 �/'/1144 P.T.M. 2 Of 2