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0034 SWALLOW HILL DRIVE - Health
34 Swallow Hill Road Barnstable A = 335 =064 _y A i A �i 9 i w 1 r Barnstable Town of Barnstable naxxsrA9L£ .r �� Board of Health o �A 200 Main Street, Hyannis MA 02601 zoos Office: 508-862-4644 Wayne Miller,M.D. FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi September 4, 2007 Ms. Sarah Ojala Down Cape Engineering 939 Main Street, Route 6A Yarmouth Port, MA 02675 RE: 34 Swallow Hall'R'oadS, Barnsfabley, A 335 64 Dear Ms. Ojala, You are granted conditional variances on behalf of your client, Joan Terkelson, to construct an onsite sewage disposal system at 34 Swallow Hill Road, Barnstable. The variances granted are as follows: 310 CMR 15. 405: To install the soil absorption system twelve (12.2) feet away from the foundation wall, in lieu of the minimum twenty feet separation distance required. Section 360-1 of the Town of Barnstable Code: To install the soil absorption system 50 feet away from a bordering vegetated wetland, in lieu of the minimum 100 feet separation distance required. The variances are granted with the following conditions: (1) 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. (2) The septic system shall be installed in strict accordance with the engineered plans dated June 1, 2007. (3) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health Q:\WPFILES\OjalaTerkelson2OO7new.doc that the system was installed in substantial compliance with the plans dated June 1, 2007. The existing septic system has failed. This variance is granted because the proposed plan appears to meet the maximum feasible design standards contained within the State Environmental Code, Title 5 and local Health Regulations. Sinc ely your , ayn Miller, M.D. Chair an Q:\WPFILES\OjalaTerkelson2OO7new.doe r. _s= �pWE b DATE: ZZ FEE: w 3ARivSfABIE, 1639. REC. BY (LVA Town of Barnstable SCHED. DATE:�_I11b� Board of Health 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M D. FAX: 508-790-6304 Paul J.4 armiff,D. . VARIANCE REQUEST FORM LOCATION Property Address: . . Assessor's Map and Parcel Number: 33S �0C/ Size of Lot: �O 3 S_� Wetlands Within 300 Ft. Yes X Business Name: L rTz No P.Subdivision Name: f APPLICANT'S NAME: /� C/1/(T /L Phone Pf' ?C� Did.the owner of the property authorize you to represent him or he . Yes No PROPERTY OWNER'S NAME CONTACT PERSON T,q� Name: Name: SG¢Z�i ✓�// Address: Address: Phone: Phone:' VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) f �S 044,m S SEE EAR NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation Repair of Failed Septic System A 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) 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 (forTitle 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/leasee 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 Paul J.Canniff,D.M.D.s' REASON FOR DISAPPROVAL C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.DOC Kept y r�"w-- I down cape engineering, inc. SIEVE SOILS ANALYSIS_TERKELSON_07-087 .xls DATE OF REPORT: 5/25/2007 JOB : GRAIN SIZE ANALYSIS-SIEVE TEST SITE: 34 SWALLOW HILL RD. CUMMAQUID LOCATION: TH1; "C" HORIZON y SIEVE ANALYSIS weight Sample(Grams): 380 SIZE RETAINED WT. RET. % RETAINED: % PASSED ind sieve) (sum) -- -- -----------------• 1" 0.0 0.0%� 100.0% 1-: __----------------- --------------/4" 0.0 0.0%: 100.0% -------------'------------------- ----------------- ----- 1/2" -------- ------------------- -----------------r------------------0.0 3/8" 11.5 115 3.0%' 97.0% ---------------------------------- ----------------- ----------------------- #4 8.2 19.7 5.2%�- 94.8% #10 18.6 38.3 89.9% #20 74.6 112.9 29.7%: 70.3% '----------------------------'- _----_-----------* #40 : 142.2 255.1 67.1%: 32.9% #80 97.6 352.7 92.8%' 7.2% #200 25.1 377.8 99.4%' 0.6% --------------L--------------- -----------------•----------------------- PAN: _2.2 380.0 100.0% ________________ 0.0% ---------------------------- -----------------; SAMPLE: 380.0 aNOTE: TEST ON PASSING#4 ONLY, 7/o RETAINED ON#4 <45% O.K. RESULTS: SOIL CLASSIFIED AS AASHTO A-3 (GRANULAR, SAND) (UNCOMPACTED) PERCENTAGE OF MATERIAL PASSING #4 SIEVE MEETS : #4 100% (TEST ONLY MATERIAL PASSING#4) #50 10%-100%. #100 0%-20% #200 0%-5% REQUIREMENT FOR"FILL" IN TITLE 5. <5% PASSING#200 SIEVE RESULTS: PERMEABLE MATERIAL- CLASS I<5 MINJIN. MATERIAL NONCOMPACTED SOIL DESCRIPTION: MEDIUM COARSE SAND tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineefing structural design civil engineers&land surveyors .Arne H.Ojala P.E.,P.L.S. June 15, 2007 Daniel A.Ojala,P.E.,P.L.S. Timothy H.Covell,P.L.S. land court Surveys Barnstable Board of Health 200 Main St. - Hyannis, MA 02601 site planning Dear Board Members, sewage system designs The enclosed represents a variance filing for 34 Swallow Hill Rd Cummaquid. We are requesting variances on behalf of our client under 310 CMR 15.405 (Maximum Feasible Compliance) and the Town of Barnstable Board of Health Regulations for inspections replacing a failed septic system. We are requesting: permits 310 CMR 15.405(1)(b): Reduction in System Location from Foundation and Town of Barnstable Code Article 1 §360-5- 7.8' setback variance from the dwelling to the leaching facility; 310 CMR 15.405(1)(e): Reduction in System Location Setback from BVW and Town of Barnstable Code Article 1 §360-1- 50' setback variance from the SAS to the nearest BVW or wetland. Currently the septic system is in the back yard and has failed a Title 5 property transfer inspection. The existing leach pits are less than 50' to wetlands. Contractors have informed us that re-plumbing and attempting an installation in the front yard would not be possible because of the existing slope. A wetland exists across the street and we would need to seek relief if we were to propose to place the SAS in the front, as well. We are proposing a curtain drain around the entire system. During the deep hole test, weeping groundwater was observed near the interface between the C 1 horizon and the C2 horizon. Standing groundwater was not observed at 146". No increase in flow design is proposed. We feel that by granting these variances, the same degree of environmental protection can be achieved without strict application of the Title 5 Regulations and the Town of Barnstable Regulations. Very truly yours, David D. Flaherty Jr., R.S. Down Cape Engineering, Inc. cc: J. Terkelson Sarah Ojala 06/20/2007 16:21 5084571725 K TERKELSEN PAGE 01 Kathleen F. Terkelsen 319 Cairn Ridge Rd East Falmouth,MA 02536 508-457-1623 508-457-1725 Fax katht!rkjamail.com Thomas A. McKean, Director Town.of Barnstable ; Board of Health: 200 Main St. Hyannis, MA 02601 . June 20, 2007 BY FAX 508-790-6304 Dear Mr. McKean: .1 am in receipt of your letter re: 34 Swallow Hill Drive Cummaquid, MA. The property is owned by Joan Terkelsen, my mother-in-law. Since March of.this year,my husband Dr. Ken Terkelsen and I have been working with Down Cape Engineering to bring the property into compliance with Title V. The pert test was done according to Mr. David Flahetty of Down Cape and the design is in progress. I am sorry that l did not understand that we needed to contact you prior to receiving this Final Order to comply. I made an incorrect assumption that Down Cape had been.in contact with the Board of Health for the Town of Barnstable regarding this matter. Sincerely, F Kathleen F. Terkelsen tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port. mass 02675 down cape engineering structural design civil engineers&land surveyors Arne H.Ojala P.E.,P.L.S. Daniel A.Ojala,P.E.,P.L.S. Timothy H.Covell,P.L.S. land court surveys June 20, 2007 Re: 34 Swallow Hill Rd.- site planning Cummaquid, MA D sewage system ear Abutter: designs Notice is hereby given of a request for variances from 310 CMR 15.000 (the State Sanitary Code, Title 5) under 15.404: "Maximum Feasible Compliance" and from inspections Barnstable Health Regulations. The following variances are requested from both Title 5 15.405 and Town of Barnstable Code: permits s 310 CMR 15.405(1)(b): Reduction in System Location from Foundation and Town of Barnstable Code Article 1 §360-5- 7.8' setback variance from the dwelling to the leaching facility; 310 CMR 15.405(1)(e): Reduction in System Location Setback from BVW and Town of Barnstable Code Article 1 §360-1- 50' setback variance from the SAS to the nearest BVW or wetland. The application and plan are available'for review at the Barnstable Health Division, Barnstable Town Hall, 200 Main St. Hyannis, Monday through Friday, from 8:30 am to 4:30 pm., excluding holidays. Very truly yours, David D. Flaherty Jr., R. . Down Cape Engineering, Inc. cc: Barnstable Health Division File AbutterReport Page 1 of 1 Board of Health Abutter List for Map &_Parcel(s): '335064' Direct abutters(no set distance)and the properties located across the street. Total Count: 7 Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing CityStateZip 4 335024 BREIDENBACH, BREIDENBACH,JANET 27 TONELA LANE BARNSTABLE, ROBERT D& T MA 02630 LECLERC, DAVID& CUMMAQUID, 335057 PAMELA 3920 MAIN ST MA 02637 335064 TERKELSEN,JOAN M 34 SWALLOW HILL BARNSTABLE, DR MA 02630 336016 DORNER, FRED F& JORDAN, EARL P O BOX 183 CUMMAQUID,MA 02637 GERRIER, ROBERT& CUMMAQUID, 336018 MARIE P O BOX 401 MA 02637 MYERS,THEODORE W BARNSTABLE, 336019 J & WALKER,SALLY R P O BOX 605 MA 02668 336068 HICKEY,MALCOLM PO BOX 406 CUMMAQUID, K&KAREN J MA 02637 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 6/1 912 0 0 7 http://ww.w.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 6/19/2007 TOWN OF BARNSTABLE G LOCATION e 3 y S"'Ic— 104- -SEWAGE 0O�-W7, V1,LLAGE ASSESSOR'S MAP & LOT G40 INSTALLER'S NAME&PHONE NO. Ei/t S 0' re411V1 ICo� 6d 6c)"D SEPTIC TANK CAPACITY II-® 'b o LEACHING FACILITY: (type) S (size) 'X a2� d2 NO.OF BEDROOMS BUILDER OR OWNER PERMITDATE: 7130`0 COMPLIANCE DATE: ev Separation Distance Between the: Maximum Adjusted Groundwater Table and Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility (If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist , within 300 feet of leaching facility) Feet Furnished by r o ' 6s. ,J -570 of 1 No. , ! 1�— � _ Fee �C) I` THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: es PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS 01pprtcation for Mi5po!5a1 *pgtem Construction Permit Application for a Permit to Construct( . )Repair( Upgrade( )Abandon( ) Complete System Qbdividual Components Location Address or Lot No. 34 S" tv-, /V, Owner's Name,Address and Tel.No. Assessor's Map/Parcel 3-� Installer's Name,Address,and Tel.No.�$(pa?-(flog 3_-7 Designer's Name,Address and Tel.No. 1211113 CCU/ CA Type of Building: Dwelling No. of Bedrooms Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No. of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow gallons per day. Calculated daily flow gallons. Plan Date H-t akc)c 7 Number of sheets Revision Date Title Size of Septic Tank vlil- 1000 Type of S.A.S. C.. Description of Soil! Sey S-,) Nature of Repairs or Alterations(Answer when applicable) S?-P S-Pr d,C /J S `1 Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued b this Board of a Signed - -¢— Date Application Approved by P& Date Application Disapproved for he following reasons Permit No. ou f2 Date Issued 1 7 No. W j f T' - :.�1 _' Fee -THE COMMONWEALTH OF MASSACHUSETTS FEntered in computer: 1 Yes PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE., MASSACHUSETTS ,�ZIPPYication for Mi!pOgat *pgtem Cow6truction Permit . Application for a Permit to Construct( )Repair)Upgrade(° )Abandon( ) El Complete System \ZIndividual Components ♦ Location Address or Lot No.3 4¢ Sk-�/(C�•,.. ���/� /((/f Owner's Name,Address and Tel.No. Cfl Assessor's Ma /Pazcel r/ N SI �&o-41 5 `� 6 Installer's Name,Address,and Tel.No aft- Co.?3 Designer''+s Name,Address and Tel.No. /,/t S G3.o�u,r ce"'r,,d- cc �� C`�/}s /z ..ram- 3_ &0�� ( r, C, Type of Building: Dwelling No.of Bedrooms3 s ' Lot Size sq.ft. Garbage Grinder( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures, Design Flow gallons per day. Calculated daily flow gallons. Plan Date `' 'F I Number of sheets ' Revision Date ' Title Size of Septic Tank ✓ >� `� Type of S.A.S. -1 V"' S r� P Lc Description of Soil Sc,/ � Nature of Repairs or Alterations(Answer when applicable) �✓<< �J S�f` Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accor'dance_with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certifi- cate of Compliance has been issued by this Board of 'ealth; Signed Date r Applidation Approved by m r Date law Application Disapproved for the following reasons ' Permit No. d ou'7 72 Date Issued 13 d/U _ _ a._ -_ _..� THE COMMONWEALTH OP-MASSACHUSETTS BARNSTABLE, MASSACHUSETTS Certificate of,Compliance THIS IS TO CERT F that the On,site-SS age,Dii�sposal System Constructed( )Repaired X Upgraded( ) Abandoned( )by G� at 3 4 SGt y l Ic k- i( 5c/ ("u k�l y ,H v1 �� 7 f� v ss been constructed in accordance with the provisions of Title 5 and the for Disposal System Con Action Permit No.a o�7_�°" dated 7/3(, j-7 Installer F /( -J �ao✓�a,j Qc,'".f_- Designer U Cy '� 1 ¢"�/ C3 14J � The issuance of this permit sh611 no b o ee�fdps guarantee that the s s m a�l1/unct,.00nn-as d igri a.Date i Inspector /!'.f -V_ L I ` No.�J' G 0 / -327 27 --------------------------Fee "ro THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - BARNSTABLE., MASSACHUSETTS y Mizpogal *p5tem Con$truction Permit Permission is hereby granted to Construct( )Repair( )Upgrade )Abandon( ) System located at 3 4 S4-� /l c�-�- ��, d) n c u c/ — i. y S/1, i and as described in the above Application for Disposal System Construction Permit. The applicant recognizes his/her duty to comply with Title 5 and the following local provisions or special conditions. Provided: Constructi/on�musft be completed within three years of the date of t '` perm' eT Date: 7 1 (/G� Approved by �.� ✓`�J 3 Town of Barnstable Regulatory Services 'Thomas F.Geller,Director �. ? MASS'� 1 Public Health Division Thomas McKean;Director 200 Main Street,Hyannis,MA.02601 Fax: 508-790-6304 Office:.509-862-4644 lrstaller 8e L)esiaaer Certiifiog n FgM Date: Sewage Permh# 7� 3�7 Assessor's MaplPareel 3 S' ��/ Designer: /� e �4 g Installer: r=-I 1 i Address: &d PC) P-ex sy Address: Ir�J/y''' on7�3®!� l 1 ► �db 17,r�J�was issued a permit to install a (date) (installer) septic system at 3 S�-`� I �" , based on a desip drawn by (address) elf AiUd► /►� cywC .,;LO07 (designer) I certify that the septic systems referenced b chin chove was anges as lalled ateral substantially of he to the design, which may include minor approvedS distribution box and/or septic tank- Stripout (if required) was inspected and the soils were found satisfactory. Ai./SW 1,r Eht9,943 6'Y5 1 certify that the septic system referenced above was installed with major changes O.e. greater than 10, lateral relocation of the SAS or any vertical relocation of any component of the septic system)but in accordance with State&Local Regulations. Plan�revision Uilr certified as-built by designer to fallow. Stripout(if required)was inspected were found satisfactory. �V,OF 144 ARNE H OJALA (In ler s ignature) civu No. 30792 f FSS/ONAL �t.t (Affix Des1 ner's tarrip ere) (Designers SigmaMute CATS PLEASE ItETU TO BAP.NSTAB PUBLIC HEALTBIOD THIS FORiVI AS- BE I S B CARD ARE RE EIVED BY TAE BIARNSTABLE PUBLI HFALT'H DNh N• T>EI K YO U. Q.\septiaDesipe.r Certification For,Rev 03-49-06.doe FROM :down cape engineering inc FAX N0. :15083629880 Aug. 22 2007 09:09RM P2 I f 1000 GAL S. TANK f E106TM9 J p I i ti I IL 3LW A b i Q f I 'raw ( LEACHING 0 CHikUDERS l / parr. --1► -•�-WALLS l\ VENT � .O ..� f TONE s 1 —_ DMIWAYoo ` f INV OUT S. TANK j � R" i INV IN D-BOX - 32.30' INV IN CHAMBER - 31,93• I ��•,` Top CHAMBER - 32.74 co / * DCE #07-087 X4M SF SEP I -BUIT rr PLOT PLAN PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT. NOT FOR ANY OTHER USE LOCATION 34 SWALLOW HULL DRIVE CUMMAQUID, MA SCALE 1" = 30' DATE : AUGUST 22, 2007 PREPARED FOR: REFERENCE ASSESSOWS MAP 335 PARCEL 64 J® L�iSE OF LOT 2 PB 236 PG 93 _ �N ��A 1 HEREBY CERTIFY THAT THE SEPTIC SYSTEM •' o ARNE �•.,.�.. SHOWN ON THIS PLAN IS LOCATED ON THE 3' it +: GROUND AS SHOWN HEREON. O.1AlA " _ Nil.9 down cope engineering. Inc. y ��/jyy)) U C10). ENGINEERS — — zL�G. -----__- LAND SVRV YM" DATE REG. LAND SURVEYOR 9 9 Atom Strsst — YARMOWWORT MASS FROM :clown cape engineering inc FAX NO. :15oe3629880 Aug. 22 2007 09:06AM P1 Town of Barnstable Regulatory Servkes Y 'Thomas F. Geller,Director a DA OL9. WAS& Public Health Division Thomas McKean,.Director 200 Malin Street,RYannis,.MA 02601 0- ce:,509-962-4644 Fax, 508-790•G304 Installer&Designer Certification Form Date: Sewage Permw -�06'7- 3,�7 Assessor's MaplParcel3 D ei,.lgner- /�l P— /A&-A Installer: C—t�...! Addros,;: Address: (9—3 `aor 43ak", On d 30 10 _ l v t I`S rb +rShwas issued a permit to install a (date) (installer) septic system at G.-q 1)Cr'� ��, l ► IZagd based on a design drawn by (address) (desi er) Jr I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box wid/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. J. is,.q 4--f. _ I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & LocaI Regulations. Plan revision or certified as-built by designer to follow. Stripout (if required) was inspected and the soils were found satisfactory. AO ALA (Instal'.or's Signature) civil.. -0 No. 30792 87 ,� =a (Designer's Signature) (Afrix esigner s Stamp HereS PLEASE RETURN TO BARi NSTABLE PUBLIC HEALTH WYISION. CERTIFICATE O.F COM UT BE ISSUED Ulf I BOTH THIS FORM AND S_ ARL'![:[' CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC REAL, M.SI.4N. THANK YOU. Wsepticll3o�igner Certification Fonn Rev 03-09-06.doc I FROM :down cape engineering inc FAX NO. : 15093629880 Aug. 22 2007 09:06AM P2 'ILO �Irk- ► --W----- W.____- Epxnb�o s OR �. I'•-' --c—____c-- � AND � I I 1000 GAL S. TANK W � I �is e ! iDP OF FNON I EL ae Y ST o ® / WEN wuDfRNFA J a� (WRAC O• 2 H2O LEACHING CHAMBERS -'ACT. — I VENT I l STONE r — DRIVEWAY 1 _r 1- . INV OUT S. TANK _ 34. 1' INV IN D-BOX - 32.30' - m INV IN CHAMBER 31.9, <O i _, TOP CHAMBER 32.74' s I N • I I / LOT 2 I 30.434 SF* SEPTIC AS® UI L SLOT PREPARED EXCLUSIVELY FOR THE PURPOSE OF OBTAINING A BUILDING PERMIT, NOT FOR ANY OTHER USE LOCATION 34 SWALLOW HILL DRIVE CUMMAQUID, MA SCALE : 1°° � 30' DATE : AUGUST 22, 2007 PREPARED FOR: REFERENCE : ASSESSOR°S MAP 335 PARCEL 64 ®AN + Imbry ES1 N LOT 2 PB 236 PG 93 I HEREBY CERTIFY THAT THE SEPTIC SYSTEM SHOWN ON THIS PLAN IS LOCATED ON THE � AR N[-,: 'rl: GROUND AS SHOWN HEREON. -.� 11 o•IAI.A I fes 6p8 392—OBfiO 'Yawn COPE engineering, inc. Cl VlL i Z "= tt P E'NG//VEERS l J LANs? SURVEYORS F m ®ZZ��®� ---•�•�� 03tP IV4917 Street - YARA40UY}/POR7, WASS, DATE REG. LAND SURVEYOR L 4 06/20/2007 15: 14 5084571725 K TERKELSEN PAGE 01 Kathleen.F. Terkelsen 319 Cairn Ridge Rd East Falmouth,MA 02536 508-457-1623 508-457-1725 Fax kathterk� m� ail.com Thomas A. McKean, Director Town of Barnstable Board.of Health 200 Main St. Hyannis, MA 02601 Ju.ue 20, 2007 BY FAX 508-790-6304 i Dcar Mr. McKean: I am in receipt of your.letter re: 34 SwalIow Hill Drive Cummaquid, MA. The property is owned by Joan Terkelsen, my mother-in-law. Since March of this year, my husband Dr.. Ken Terkelsen and T have been working with.Down Cape Engineering to bring the property into compliance with.Title V. The perc test was done according to Mr. David Flaherty of Down Cape and the design is in progress. I am sorry that I did not understand that we needed to contact you prior to receiving this Final Order to comply. I made an incorrect assumption that Down,Cape had been in contact with the Board of Health for. the Town of Barnstable regarding this matter. Sincerely, Kathleen F. Terkelsen Town of Barnstable �IHE r, o Regulatory Services BAMSTABLE ; Thomas F. Geiler, Director 9� '� •� Public Health Division QED MA'S A Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Final Order June 5, 2007 Ms Joan Terkelson 34 Swallow Hill Road Barnstable,MA 02630 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE TITLE 5 The septic system located at 34 Swallow Hill Road, Barnstable, MA was last inspected on March 19th, 2997,by Dion C. Dugan, 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: D-Box is in fair condition with past signs of backup. It has signs of carry over. There were no signs of leakage. Static liquid level in the distribution box and above outlet invert. Pit#1 was found w/4' of liquid in it. Staining all the way to top and above inlet pipe. You were informed that you had 60 days on receipt of notice to bring your failed system into compliance with the guidelines of 1995 TITLE 5 (310 CMR 15.00). We, The Department of the Board of Health, have not been informed that you have taken any steps to bring your failed system into compliance. Any person who shall fail to comply shall be fined not less than $10.00 nor more than $500.00. Each day's failure to comply with an order shall constitute a separate violation. You may request a hearing before the Board of Health, a written petition requesting a hearing on the matter,within seven(7) days after the day this order was received. MjWHL H DEPARTMENT Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health LOCATION SE PAGE PERra1T N0. L C T Z s c ;N L C NJ �i��l c #✓5� 7— 7Y/ VILLAGE � v inn .1NSTA LLER°S NALIE & ADDRESS / 71 /l / i--_� R U I L D E R OR OWNER DATE PERMIT ISSUED /30 7 D A T E C0r°; PLIANCE ISSUED .w -7e � J Town of Barnstable tHE 1p�� o Regulatory.Services vsTnB Thomas F. Geiler, Director 9$A 6 9 •��A Public Health Division tF�MA'S Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Final Order June 5, 2007 Ms Joan Terkelson 34 Swallow Hill Road Barnstable,MA 02630 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE TITLE 5 The septic system located at 34 Swallow Hill Road, Barnstable,MA was last inspected on March 19th, 2997,by Dion C. Dugan, 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: D-Box is in fair condition with past signs of backup. It has signs of carry over. There were no signs of leakage. Static liquid level in the distribution box and above outlet invert. Pit#1 was found w/4' of liquid in it. Staining all the way to top and above inlet pipe. You were informed that you had 60 days on receipt of notice to bring your failed system into compliance with the guidelines of 1995 TITLE 5 (310 CMR 15.00). We, The Department of the Board of Health,have not been informed that you have taken any steps to bring your failed system into compliance. Any person who shall fail to comply shall be fined not less than $10.00 nor more than $500.00. Each day's failure to comply with an order shall constitute a separate violation. You may request a hearing before the Board of Health, a written petition requesting a hearing on the matter,within seven(7) days after the day this order was received. . TABLE H DEPARTMENT Thomas A. McKean, R.S., C..H:O. Agent of the Board of Health ' Town of Barnstable f ��F TfiE Tp�� yP o� regulatory Services Thomas F. Geiler,Director * BARNSTABLE, 6 SZS.. Public Health Division ArED MP'�A Thomas McKean, Director 200 Main Street, Hyannis, MA 02601 Office: 508-862-4644 Fax: 5087790-6304 April 4, 2007 Ms Joan Terkelson 34 Swallow Hill Road Barnstable, MA 02630 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic.system owned by you located at 34 Swallow Hill Road,.Barnstable,MA was last inspected March 19`h, 2007 by Dion C. Dugan, a certified septic inspector for the State of Massachusetts. The inspection of your septic system showed that your system"Failed" under the. guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the following: D-box--is in fair condition with past signs of backup and, has.signs of carry over, no. signs.of leakage. Static liquid level in the distribution box above outlet invert. Pit#1 found w/4' of liquid in.it. Staining all the way to.top,above inlet pipe. You have 60 days from the date of the system failure to bring the system into compliance. If there are any questions about this.reminder;please feel free to contact the Barnstable Health Department. BARNSTABLE HE TH DEPARTMENT Thomas A. McKean, R.S., C.H.O. Agent of the Board of Health Town of Barnstable �OF tHE rpm o Regulatory Services Thomas F. Geiler,Director BARNSTABLE, 6 •�� Public Health Division ATFD��A Thomas McKean,Director 200 Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 April 4, 2007 Ms Joan Terkelson 34 Swallow.Hill Road Barnstable,MA.02630 ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE, TITLE 5 The septic system owned by you located at 34 Swallow Hill Road,Barnstable,MA was. last inspected March 19th,2007 by Dion C. Dugan, a certified septic inspector for the State of Massachusetts. The inspection of your septic system showed that your system"Failed"under the guidelines of 1995 TITLE 5 (310 CMR 15.00) due to the.following: D-box--is in fair condition with past signs of backup and, has signs of carry over,no. signs.of leakage..Static liquid level in the distribution box above outlet invert.. Pit#1 found w/4' of liquid in it. Staining all the way to.top, above inlet pipe. You have 60 days from the date of the.system failure to bring the system into compliance. If there are any questions about this reminder,please feel free to contact the Barnstable Health Department. BARNSTABLE HE TH DEPARTMENT Thomas A. McKean, R.S.,.C.H.O. Agent of the Board of Health t �Q i C;;1 i COMMONWEALri-i OIL MASSAc;I-1vSErl"rrS ID UV EXECU'riVE OFFICE OF ENVIRONMENTAL,AFF'AMS DEPARTMENT OF ENVIRONM-ENTAL PROTECTION Map:_335_ Lot:_ Par:_64_ TITLE 5 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION ,�/a Property Address: 34 Swallow Hill Rd. 7 _Barnstable_ n 3 —_+ Owner's Name: K2thy Terkelson_ a�2 Owner's Address: _same Date of Inspection:_3/19/07_ Name of Inspector: Dion C.Dugan Company Name:_ 1543 Main St. � Mailing Address: Brewster,MA 02631 -- Telephone Number:_508-89679390 _. a iz CERTIFICATION STATEMENT r I certify that-1-have personally inspected the sewage disposal system at this address and that the lormation 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 Needs Further Evaluation by the Local Approving Authority X Fails Inspector's Signature: or Date: 5110 7 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. Notes and Comments: *Recommend: Maintenance pumping 3—5 yrs. ****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. I Page 2 of I 1 OFFICIAL INSPECTION FORM— NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM. PART A CERTIFICATION (continued) Property Address: 34 Swallow Hill Rd. Barnstable Owner's Name: Kathy Terkelson Date of Inspection:_3/19/07_ Inspection Summary: Check A,B,C,D or E/ALWAYS complete all of Section D A. System Passes• I 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: N/A 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"'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 1 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 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 pipes)are'replaced . obstruction is removed ND explain: Page 3 of I I` OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address:_34 Swallow Hill Rd. _Barnstable_ Owner's Name:_Kathy Terkelson_' ' Date of Inspection:_3/19/07_ C. Further Evaluation is Required by the Board of Health: N/A 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. 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 and volatile organic compounds indicates that the well is free from pollution from that facility 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: Page 4 of l OFFICIAL INSPECTION FORM— NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPPECTION FORM PART A CERTIFICATION(continued) Property Address:_34 Swallow Hill Rd. _Barnstable_ Owner's Name:_Kathy Terkelson_ Date of Inspection:_3/19/07 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No _X Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool _X_ Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool ' - _X_ _ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool X Liquid depth in cesspool is less than 6"below invert or available volume is less than.%day flow _X_ Required pumping more than 4 times in'the last year NOT due to clogged or obstructed pipe(s): Number of times pumped _ X, Any portion of the SAS,cesspool or privy is below high ground water elevation. _ _X_ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. X Any portion.of a cesspool or privy is within a Zone I of a public well. _ _X Any portion of a cesspool or privy is within 50 feet of a private water supply well. _X_ 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 coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility 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.] _YES_(Yes/No)The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 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: N/A To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd• t You must indicate either"yes"or"no"to each of the following: - (The following criteria apply to large systems in addition to the criteria above) yes no , _N/A_ the system is within 400 feet of a surface drinking water supply _N/A_ the system is within 200 feet of a tributarykto a surface drinking water supply _N/A_ the system is located in a nitrogen sensitive area.(Interim Wellhead Protection Area—IWPA)or a nkapped 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. L 1• • , \ , J Page 5 of I 1 OFFICIAL INSPECTION FORM— NOT FOR VOLUNTARY ASSESSMENTS ' SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address:_34 Swallow Hill Rd. _Barnstable_ Owner's Name: W Kathy Terkelson_ Date of Inspection:_3/19/07 Check if the following have been done. You must indicate"yes"or"no"as to each of the following: Yes No _X _ Pumping information was provided by the owner,occupant,or Board of Health _X Were any of the system components pumped out in the previous two weeks? _X Has the system received normal flows in the previous two week period? _ _X Have large volumes of water been introduced to the system recently or as part of this inspection? _X Were as built plans of the system obtained and examined?(If they were not available note as N/A) _X _ Was the facility or dwelling inspected for signs of sewage back up? _X Was the site inspected for signs of break out? \ _X Were all system components,excluding the SAS,located on site? _X _ 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 _X _ 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: Yes no _X _ Existing information. For example,a plan at the Board of Health. X_ Determined in the field(if any of the failure criteria related to.Part C is at issue approximation of distance is unacceptable) [310 CNM 15.302(3)(b)] Page 6 of OFFICIAL INSPECTION FORM— NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 34 Swallow Hill Rd. _Barnstable Owner's Name: Kathy Terlcelson Date of Inspection:_3/19/07 FLOW CONDITIONS RESIDENTIAL 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 gpd_ Number of current residents: 0 Does residence have a garbage grinder(yes or no):_no_ Is laundry on a separate sewage system(yes or no): no[if yes separate inspection required] Laundry system inspected(yes or no):_no Seasonal use: (yes or no):_no Water meter readings,if available(last 2 years usage.(gpd)): 2006:_23,000 gal. 1 2005: _ 119,000 gal. Sump pump(yes or no):_no_ Last date of occupancy:_Nov.2006 , COMMERCIALANDUSTRIAL: N/A Type of establishment: N/A Design flow(based on 310 CMR 15.203): gpd Basis of design flow(seats/persons/sgketc.):. Grease trap present(yes or no): Industrial waste holding tank present(yes,or no):— Non-sanitary waste discharged to the Title 5 system(yes or no): Water meter readings;if available: Last date of occupancy/use: OTHER(describe): f GENERAL INFORMATION Pumping Records Source of information:_pumping: none on record B.O.H. Was system pumped as part of the inspection(yes or no): NO_ If yes,volume pumped: gallons-=How was quantity.pumped determined? Reason for pumping: TYPE OF SYSTEM X_Septic tank,distribution box,soil absorption system _Single cesspool _Overflow cesspool _Privy NO Shared system(yes or no)(if yes,attach previous inspection records,if any) _Innovative/Alternative technology. Attach a-copy of the current operation and maintenance contract(to be obtained from system owner) Tight tank _Attach a copy of the DEP approval Other(describe): Approximate age of all components,date installed(if known)and source of information: Installed_5/1/1978(29 years old)_B.O.IL Records Were sewage odors detected when arriving at the site(yes or no): NO_ 1{f Page 7 of l 1 OFFICIAL INSPECTION FORM— NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:_34 Swallow Hill Rd. _Barnstable_ -Owner's Name: . Kathy Terkelson Date of Inspection:_3/19/07 BUILDING SEWER(locate on site plan) Depth below grade: 34" Materials of construction:_cast iron X_40 PVC_other(explain): Distance from private water supply well or suction line:_N/A Comments(on condition of joints,venting,evidence of leakage,etc.): _Joints are tight,venting is through the roof,no signs of leakage. SEPTIC TANK:—YES—locate on site plan) Depth below grade:_22" Material of construction:_X_concrete_metal_fiberglass_polyethylene —other(explain) If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no):_(attach a copy of certificate) Dimensions: 1000 Gallon_ , Sludge depth:_6" Distance from top of sludge to bottom of outlet tee or baffle: 24" Scum thickness:_<1" , Distance from top of scum to top of outlet tee or baffle: 6" Distance from bottom of scum to bottom of outlet tee or baffle: 14" How were dimensions determined:_by tape and rod Comments(on pumping recommendations,inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): - Recommend tank be pumped next year.Tank and tees in good condition,no sign of leakage. *Recommend: Maintenance pumping every 3-S yrs. GREASE TRAP:_N/A locate on site plan) Depth below grade: 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: Date of last pumping: Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert,evidence of leakage, etc.): J Page 8*of I I OFFICIAL INSPECTION FORM— NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 34 Swallow Hill Rd. _Barnstable_ Owner's Name:_Kathy Terkelson Date of Inspection:_3/19/07 TIGHT or HOLDING TANK:_N/A (tank,must be pumped at time of inspection)(locate on site plan) Depth below grade: - Material of construction: concrete metal fiberglass_polyethylene other(explain): Dimensions: Capacity: gallons Design Flow: gallons/day Alarm present(yes or no): . Alarm level: Alarm in working order(yes or no): Date of last pumping: Comments(condition of alarm and float switches, etc.): DISTRIBUTION BOX:_YES_(if present must be opened)(locate on site plan) - Depth of liquid level above outlet invert: 3" 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.): D-Box is in fair condition with past signs of backup.And has signs of carry over and no signs of leakage r PUMP CHAMBER:_N/A (locate on site plan) 1 Pumps in working order(yes or no): Alarms in working order(yes or no): Comments(note condition of pump chamber,condition of pumps and appurtenances,etc.): Page 9 of i OFFICIAL INSPECTION FORM- NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 34 Swallow Hill Rd. _Barnstable Owner's Name: Kathy Terkelson_ Date of Inspection:_3/19/07_ SOIL ABSORPTION SYSTEM(SAS):_YES_(locate on site plan,excavation not required) If SAS not located explain why: Type _X_leaching pits,number: two 6' x 6'pits w/1'stone_ leaching chambers,number: t. leaching galleries,number: leaching trenches,number,length: leaching fields,number;dimensions: overflow cesspool,number: 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.):_Pit#1 found w/4'of liquid in it.Staining all the way to top,above inlet pipe. CESSPOOLS: N/A (cesspool must be pumped part of inspection)(locate on site plan) Number and configuration: Depth-top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of constriction: Indication of groundwater inflow(yes or no): Comments(note condition of soil, signs of hydraulic failure,level.of ponding,condition of vegetation,etc.): *Recommend: Maintenance pumping every 3,-S yrs. PRIVY:_N/A(locate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of lydraulic failure,level of ponding, condition of vegetation,etc.): Page 10 of It f 1 • OFFICIAL"INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 34 Swallow Hill-Rd. _Barnstable_ Owner's Name:_Kathy Terkelson_ Date of Inspection:_3/19/07 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. 1 /q► — D �7G 4,0 4 - al ; �5 ' SIN h 3 w I „✓ SWALL��c✓ N�L� Rv t J P Page I I of I l I � f OFFICIAL INSPECTION FORM— NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 34 Swallow Hill Rd. _Barnstable'____'' Owner's Name:_Kathy Terkelson_ Date of Inspection:_3/19/07_ SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water. 12.5 feet Please indicate(check)all methods used to determine the high ground water elevation: _X_Obtained from system design plans on record-If checked,date of design plan reviewed: 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: _By perk test on 11/2/77;.groundwater encountered at 12.5' by engineer's plan no adjustment included. i LO-t AT ION SEWAGE PERMIT NO. �7 75-I W.IL LAG E -,mf IN.STA LLER'S NAME A ADDRESS Lia lc/ 7-:72 ,-11 L) A-FJ' R U I'L D E R OR " OWNER DATE PERMIT ISSUED/30 ------------ _� DAT E G:O-MPLIA :NCE ISSUED jF i -A_-� r� � I,.� � .i - �, �ijp6 �� i z� � ,;�, � ,. 0 No........�'��...... .....�`..................... THE 1CC:MMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH `k)q Appfiration for Dig uual Vorks Tomi rnrtiun thrmit Application is hereby made for a Permit to Construct ( L-1"O'r Repair ( ) an Individual Sewage,,,Disposal System at: Cv ,® �, atio.n®®Address � -5r7 � � - - JjjW J---- ._..........imzg• Owner �e+R:�"p`•Y•�'-•...............e Installer Address CA d Type of Building Size Lot.J .,1_4,�......Sq. feet U Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) a Other—Type of Building ............................ No. of persons...... .._._................. Showers ( ) — Cafeteria ( ) d Other fixtures ; --------------------------------------------------•--------------------------------------------------- ei W Design Flow........Z ........................gallons per pe day. Total daily flow................ ...............gallons. W Septic Tank—Liquid capacity!?.0..gallons Length..4-....... Width... =_._..... Diameter________________ Depth r x Disposal Trench—No..................... Width.................... Total Length.............I...... Total leaching area....................sq. ft. Depth belo inlet. ._ ____.___. Total leaching areaN;Feet.___sq. ft. Seepage Pit No.___._�.____.__.. Diameter...�..._. .. � z Other Distribution box (X) Dosing tank ( ) Y7' F C... Date 1X•-ZI 2........... Percolation Test Results Performed by.....�JL7w ........ ....gam _ a Test Pit No. 1_..l_ --__-minutes per inch Depth of Test Pit.................... Depth to ground Water.._....._____.__......_. Lr4 Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ w 9" . = . Descrip ion of oil - 1 �.�. UNature of R pair�s r Alterat'ons Answer he applicab --- ----- - - - --- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of T 'I U 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has beer sued by the board of health. ned. _ � Date Application Approved BY C- F�l/►/�_ ` �.... --------------------------- /�` ® ---7 ----•- Date Application Disapproved for the following reasons:............ =----------=•----------------------------------------------------------------•---•------- ............................................. '---•--------------------•--•-----------------•-•------------ ----------•--•---------------------_----- ----------------------•----------------- + Date PermitNo......................................................... Issued-.......-"��---.,!____�._.� -------------•------- Date $..... No................/...... ........_............_ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......... ................OF...... �Cl�::y:'C�....1./, �. l ............................... Applira#iou for Uhivos al Works Tonstrnriion ramit Application is hereby made for a Permit to Construct ( or Repair ( ) an Individual Sewage Disposal System at: �r �,- -40 f ,Q - ----_ Owner Address ram' '.-, Installer Address Type of Building Size Lot...___j_.._._...._'__.....Sq. feet Dwelling—No. of Bedrooms............................................Expansion Attic ( ) Garbage Grinder ( ) 'k Other—T e of Building No. of persons_____________•-..-__-___-___ Showers — Cafeteria Q' Other fixtures __________________________________ d - .................. gn �,q g P P y. yga�lons. W Design Flow___.....`...._ ....................gallons er Psoi per day. Total daily flow............................................ WSeptic Tank—Liquid capacit}� �..gallons Length__...-..... Width... Diameter................ Depth.�..._..._.. x Disposal Trench—No..................... Width,.... ___-_.- Total Length.........._..r...... Total leaching area.........._.........sq. ft. Seepage Pit No..... ._._____._ Diameter Depth below inlets_- '....__._.. Total leaching areaA sq. ft. Z Other Distribution box ('K) Dosing tank '-' Percolation Test Results Performed by. ° �'�' ..._........... Date___ �`�>'* ........... aTest Pit No. L...............minutes per inch Depth of Test Pit.................... Depth to ground water........................ Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ ....................... .---•-------------•--- O Description of�SOil..... k t _ :! L ....._ U ` fin --v ,. �c/_f�2l,�✓ --------`� 5 � ``%...............................................` �� � -J �r =- = .�-- = < > u U Nature of Repairs orAlteraions Answer hey' applicable_t....................................................................;:..___.-�',.•__�__. Agreement: l The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the board of health. ........................ -•----•-•---Date..._....._..._ jj ✓ Y 7 Application Approved BY �� L --••-•------------•------••---------- --•-•--��•.....d ------. Date Application Disapproved for the following reasons:.................. ------•---•...............•-----•-•--....-•---•-------•------------------...--••.....---•------........----=--------•---•--•-•••--•-----•--•----...•--•••-•••--------•-----------------••--•----•-••••-- Date PermitNo......................................................... Issued....................................................... Date I THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH _ ......................................................... Trrtifiratr of TumpliFatta THIS j/9 TO ER I/IFY That the Individual Sewage Disposal System const-ucted or Repaired ( ) ��• i._ '1.. •=- -•---------------------------•----•---- 1� `^ r rInstaller at.-.-.rn/t.. a !Jc Fl............/-- �`/�!'Y.1 -`- �=�L2 Yl.._. has been installed in accordance with the provisions of TITLE 5 of The State Sanitary Code as described in the application for Disposal Works Construction Permit No. r71 ................. daed.....t ...... ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. .... DATE... .` a ---------------••--••-....._. Inspector..-•----..... ..... 1-'1 `' 'Z THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH ?.........OF......... L` L. 4- No......................... FEE... .----......... �i �a ttl nrk ,T Atrudion amit Permission is hereby grant ed......� -:1- .....----` i < 1..................................-...................................................... to Construct ( ) or Repair ( ) an Individual Sewage Disposal System atNo................................•-----......_......_........................---..............--.---•••••-------••••-•-•------••-------•---•-----•••--------•••-•-•-••--•--•----••----•-•------- Street as shown on the application for Disposal Works Construction Permit No..................... Dated.......................................... ........................................................................................................ Board o Health DATE................................................................................ FORM 1255 HOBBS & WARREN, INC., PUBLISHERS CLO ETS 11 . 0 ' C� BR#2 BR#3 d- BATH BATH d- BR#1 1 0. 0 DINING N d- LIVING ROOM KITCHEN c FAMILY ROOM 2 4. 4 ' Town of Barnstable Geographic Information System June 19, 2007 I 336014 336062 336038 100 #$7 336064 #65 0 G9 OD6 9 #:11 336015 # Y O� 94 r 336063 f � 336002 to #75 to ' 336442 336041 68 kk4� .r #9 #41 �5t3 { 01� a r >a -, 3360@6. #42 ZN. 3 $8 0 $ 336039 5i1 _ c 3990 336001 #.34 43 ' ##3397 0 C . 3t3tJ�� i 335023 #3940 335021 #3890 336019 6A Ile 17 tA 335033 3985 33503.4 64 Feet #3965 - 33505� 335044 335051 335050 335049 9 #3885 #25 #3915 #3925 #3941 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:335 Parcel: 064 Board of Health Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of I 1^=100'may not meet established map accuracy standards. The parcel lines on this map Abutter List Type- Direct abutters (no set distance) and the properties located are only graphic 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 ty f such as building locations. Buffers r SYSTEM PROFILE NOTES LEG., tN!1 TOP FNDN. AT EL. 38.0' ALL SYSTEM COMPONENTS SHALL BE __. ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT 70 SCALE) MARKED- WITH .MAGNETIC TAPE .OR ACCESS COVER TO WITHIN 3"'OF FIN. GRADE COMPARABLE MEANS FOR FUTURE LOCATION. 1. DATUM IS.- APPROXIMATE .NGVD 100.0 PROPOSED SPOT ELEVATION ACCESS COVER (WATERTIGHT) To ws b r 3$,5' MINIMUM .75' OF COVER OVER PRECAST WITHIN 6" OF FIN. GRADE 2. MUNICIPAL WATER IS EXISTING 2X SLOPE REQUIRED} OVER SYSTEM 10OX0 EXISTING SPOT ELEVATIO14- 1 37.0 -34.0 2" DOUBLE WASHED PLASTONE (SEE VENT NOTE ON PLAN) 3. MINIMUM PIPE PITCH TO BE 1 8" PER FOOT. 4:+ INSTALL INLET / 35,3 RUN PIPE LEVEL OR-GEOTEXTILE FABRIC PROPOSED CONTOUR- t �*EXISTINGtEE i Aec�T fOR FIRST 2'ounEr IN T 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO 5 MAX. H- 20 100 EXISTING CONTOUR **EXISTING 10.00 3't EXISTING 1 32.6" ji GALLON SEPTIC TANK 4015 31.91 5. PIPE JOINTS TO BE MADE WATERTIGHT. I_ m 32 08 _ _ 0 � �.0 31.8' p p 0 p p 0 0 0 0 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 6" CRUSHED STONE OR MECHANICAL 0 0 0 0 0 0 0 -1 0 COMPACTION. (15.221 [21) MASS. ENVIRONMENTAL CODE TITLE V. oo a a 2' 0 .0 0 0 0 II 0 II c� 29.8 . DEPTH OF FLOW = 4 7. THIS PLAN IS FOR PROPOSED WORK AND PERMITTING TEE slzEs: 3/4" TO 1 1/2" DOUBLE WASHED STONE ONLY AND. NOT -TO- BE USED FOR LOT_ LINE STAKING OR ANY R°�t� 64. . INLET DEPTH 1.0 OTHER PURPOSE. _ 14" OUTLET DEPTH (2-A X SLOPE) (- X SLOPE) 8. PIPE- FOR- SEPTIC SYSTEM TO SCH: 40-4" -PVC. - LEACHING 5' FOUNDATION EXISTING SEPTIC TANK 20' D' BOX 13'. 9.. COMPONENTS .NOT TO BE. BACKFILLED- OR- CONCEALED - FACILITY WITHOUT INSPECTION BY BOARD OF HEALTH AND PERMISSION LOC P OBTAINED FROM BOARD OF HEALTH. SCALE:: I� 2,00W * INSTALLER SHALL VERIFY THE **THE INSTALLER SHALL CONFIRM MIN. - CALLING 10. CONTRACTOR SHALL BE RESPONSIBLE FOR THE INSTAL BOTTOM -TH-1 EL. 24.8 DIGSAFE (1-888-.344 72S3) ACID .VERIFYING-THE .LOCATION- ASSESSORS :MAP- 335: PAR LOCATIONS OF ALL UTILITIES AND ALL SEPTIC` TANK SIZE AT -1000 -GALLONS AND PARCEL 64 VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE BUILDING SEWER OUTLETS AND ELEVATIONS ITS SUITABILITY FOR RE-USE OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO _ GRANTED BY THE BOARD-.OF _HEALTH. AGENT_OR _ PRIOR TO INSTALLING ANY. PORTION OF COMMENCEMENT OF WORK. IMMEDIATELY R LOCUS IS- WITHIN FEMA FLOOD ZONE C BY HEALTH INSPECTOR SEPTIC SYSTEM 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND AS SHOWN ON COMMUNITY PANEL #25000t 0001. D PAPERWORK- AND HEARING- REDUCTION PROPOSALS APPROVED- REMOVED OR PUMPED AND FILLED. WITH CLEAN SAND. DATED J.ULY 2, 1992 BY THE BOARD OF HEALTH REVISED DURING A PUBLIC LOCUSIS WITHIN AP OVERLAY DISTRICT 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE HEARING HELD ON NOVEMBER 15, 2005 REMOVED 5' -BENEATH AND- AE��IIJNF3 - PROPOSED= .. 3) PALLED SYSTEMS ONLY - SOIL ABSORPTION SYSTEM LEACHING FACILITY. ANY DEVIATIONS FROM THE SOIL LOG INSTALLATIONS PROPOSED MORE THAN THREE FEET BELOW SHOWN ON THIS PLAN MUST BE VERIFIED AND APPROVED GRADE WITH PROPER VENTING (PIPED TO THE ATMOSPHERE) BY THE DESIGN ENGINEER AND/OR THE HEALTH AGENT TES LOGS AND WITH .H-20 LOADING, BUT IN. NO CASE SHALL. THE. SAS .. PRIOR TO INSTALLING ANY COMPONENT. VARIA ESBE LOCATED MORE THAN FIVE FEET BELOW GRADE. ENGINEER: DAVID FLAHERTY, R.S. MAXIMUM FEASS:IBLE_. COMPLIANCE- WITNESS: DONNA MIORANDI, R.S. . LOCAL UPGRADE APPROVAL DATE: MAY 23, 2007 310 CMR 15.405(1)(b): PERC. -RATE _ < 5 MIN/`INCH REDUCTION IN SYSTEM LOCATION FROM FOUNDATION OR CRAWL SPACE- CLASS i SOILS P# .1176.1 FROM 20' TO 12.2' 310 CMR- 15.405(1)(e): REDUCTION IN SYSTEM LOCATION PERC RATE CONFIRMED ELEV: BY SOIL SIEVE ANALYSIS On Q 37.0, SETBACK FROM BVW- _ FROM tOW TO 50' SYSTEM DES4 q GARBAGE DISPOSER IS NOT ALLOWED /l.S EW 2E 2:5Y 3/1 . - I 99.45' 2D DESIGN FLOW:. 3- BEDROOMS O 11D- GPD.. 330 GPD . 3� 36.7' Ft USE A 330 GPD DESIGN FLOW B �� fS TF� SEPTIC TANK: 330 GPD (2) = 660 2.5Y 4./3 - ,. w \ f- E 2 - D **RE-USE EXISTING 1000 GAL. SEPTIC TANK = UNSUITABLE -SOILS 18M 35.5' ' \ kLPIT� C1 EDGE OF WETi AIVD LEACHING: -- ,G ( i _ -- G.W.- WEEPING.u: SILT '44A� SIDES: 2 (25 + 12.83) 2 (.74) 112 GPD j Ai 33.0: BOTTOM- 25 x 12.83 (.74) = 237 -GPD 73p 2.5Y 6/3 30:9' EXISTING 3 BR rr,^� � TOTAL: 472 S.F. 349 GPD v 1 / o " i 1D OF FNDN I EL 38.0' ST � - �p • 5' REMOVAL OF UNSUITABLE SOIL USE (2) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) C2 WF#2B p W DECK / REQUIRED AROUND PERIMETER OF WITH 4 STONE ALL AROUND � MS n o LEACHING FACILITY, DOWN TO SIEVE SAMPLE Ssx �.• SUITASL.E SOIL LAYER. REPLACE O ( ',I, WITH CLEAN MED UM SAID. DESIGN 2.5Y 7/4 x `-WF#2A ( r �. 94GINNER TO INSPEOT REMOVAL ^` its ,�. .. AND VERIFY SUITABLITY OF SOILS. \' W. fJPEN uwDNEA t ' MA 146" 24.8' a .: . f � (GARAGE) ,.� � IAR�1 D PERIMETER IOFUREMOVAL APPROVED DATE BOARD OF HEALTH - OPEN , TOP OF LINED EL. 32.6 NO -STAND NG GROUNDWATER -ENCOUNTERED. I • / .• '' - BOTTOM LINER EL 28.6` 3 ` #2 \ l�1WF W/ 00 FRET. / ��/+ SECOND. TEST HOLE WAIVED BY HEALTH. AGENT t -ALL,- t �\ ` / / WALLS / DUE TO SITE CONSTRAINTS (SEE NOTE #12) ,�1 WF V� _ ----L- --- l 36 i it .1l� #�� #9 •b STONE I MAPLRED ED-5 /�4 t ti- Q 34 �... 1f \' {l. I \\ DRIVEWAY TITLE 5 SITE PLAN ; .. 06 - F tS lr/ STONE/TI 32 ED 4 WALKWAY F f EW-1 B CBA � TA . . Loop 34 E"kiWALLOW' ' HI. . L alt. _ � ` E� • ,fir,. �# . . ',•.~ - ; MA . E -1 OF WETLAIjp ^ eED-2 PREPARED FOR co �F t> Wf l st11,#6 \. PROVIDE VENT WITH CHARCOAL FILTER - J 0 A TE KEE"Ur ON #8 / AND BUGSCREEN (nNAL PLACEMENT WITH ,tom WF / .. EW-1 E HOMEOWNER CONSULTATION) �...� I #� l EW-9D SATE: DUNE 1, 2007 F tlr, � / BENCHMARK Scale:1"= 20' TOP CONC. RET WALL #6A \. I ELEV = 37.5' 0 10 20 30 40 50 FEET / 30,434 SFt aff 508 , 362-454-1 fax 508 362-9880 i OF OF,ti{,I, ARNE H. ti�N ARNEcy� I Q�A� H do- wn eac� e engineermg, Inc: �No. 307920 OJALA 00 No.�8348„ Cl VIL ENGINEERS. l T Ep Sao : ► EN a c�` L A ND SUR VE YORS a7 , DATE ARNE H. OaALA, P.E., P.L.S. 9J9 Main Street - YARMOU THPOR T, MASS. 07-0.87 TERKELSON JOAN.DWG (DDF) LEGEND SYSTEM PRQELE NOTES TOP FNDN. AT EL. 38.0' ALL SYSTEM COMPONENTS SHALL BE ACCESS COVER TO WITHIN 6" OF FIN. GRADE (NOT To WAM - MARKED- WITH MAGNETIC TAPE .OR . 1. DATUM iS APPROXIMATE NGVD ACCESS COVER TO WITHIN 3" of FIN. GRADE COMPARABLE MEANS FOR FUTURE LOCATION. BElT1Eer 100-01 PROPOSED SPOT ELEVATION ACCESS COVER (WATERTIGHT) TO 385' MINIMUM .75' OF COVER OVER -PRECAST WITHIN s" OF FIN. GRADE 2. MUNICIPAL WATER IS EXISTING 29L SLOPE REQUIRED OVER SYSTEM _ . 100x0 EXISTING SPOT ELEVATION 37.0 -34.0 10 100 35.3' IHsr�L INS RUN PIPE LEVEL_ 2" DOUBLE WASHED PEASTONE (SEE VENT NOTE ON PLAN) 3. MINIMUM PIPE PITCH TO BE 1/8" PER FOOT. --t) PROPOSED: CONTOUR *EXISTING FOR 2' OR GEOTEXTILE FABRIC - AS 5' MAX. 4. DESIGN LOADING FOR ALL PRECAST UNITS TO BE AASHO 100 EXISTING CONTOUR "EXISTING 1000. _ - � H- 20 *EXISTING GALLON SEPTIC TANK g t 32.6" LOCUS c v, 31.91 5. PIPE JOINTS TO BE MADE WATERTIGHT. = BAFFLE 32.08 Q !� 0.� CO. 0 0 I� I- 0 31'.8 0 0 a a a a a r 6. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH 6" CRUSHED STONE OR MECHANICAL 0 0 � 0 0 0 0 0 0CL MASS. ENVIRONMENTAL CODE TITLE V. 4 COMPACTION. (15.221 [2]) 2' 0.I=.0..0 I= M .0 Q Q 29.8' o DEPTH OF FLOW = 7. THIS PLAN IS FOR PROPOSED WORK AND PERMITTING TEE SIZES: 3/4" TO 1 1/2" DOUBLE WASHED STONE ONLY AND. NOT -TO- BE USED FOR LOT. LINE STAKING. OR ANY Roue 6q `r�' INLET DEPTH = 10" OTHER PURPOSE. OUTLET DEPTH 14" (9.1 X SLOPE) - ( 1 X SLOPE) FOUNDATION-EXISTING 8. PIPE- FOR SEPTIC- SYSTEM TO SCH: 40=4" PVC. - o7/rood SEPTIC TANK 20' D' BOX 13' LEACHING 5 FACILITY 9. COMPONENTS NOT TO BE- BACKFILLED- OR CONCEALED _ WITHOUT INSPEC11ON BY BOARD OF HEALTH AND PERMISSION LOCUS MAP OBTAINED FROM BOARD OF HEALTH. SCALE: 1"- - 2,000'± *THE INSTALLER SHALL VERIFY THE **THE INSTALLER SHALL CONFIRM MIN. 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING BOTTOM TH-1 EL. 24.8' DIGSAFE (1-888-.344-7233) AND .VERIFYING .THE -LOCATION. ASSESSORS :MAP_ 335 PARCEL 64 LOCATIONS OF ALL UTILITIES AND ALL SEPTIC TANK SIZE AT 1000 GALLONS AND VARIANCES FOR SEPTIC SYSTEM REPAIRS WHICH MAY BE BUILDING SEWER OUTLETS AND ELEVATIONS ITS SUITABILITY FOR RE-USE OF ALL UNDERGROUND & OVERHEAD UTILITIES PRIOR TO IMMEDIATELY- GRANTED BY THE BOARD.OF -HEALTH- AGENT.OR . COMMENCEMENT OF WORK. PRIOR TO INSTALLING -ANY PORTION OF LOCUS IS WITHIN FEMA FLOOD ZONE C BY HEALTH INSPECTOR SEPTIC SYSTEM 11. EXISTING LEACHING FACILITY SHALL BE PUMPED AND AS SHOWN ON COMMUNITY PANEL #250001- 0001 D PAPERWORK- AND HEARING REDUCTION PROPOSALS APPROVED REMOVED OR PUMPED AND FILLED. WITH CLEAN SAND. DATED JU'LY 2, 1992 BY THE BOARD OF HEALTH REVISED DURING A PUBLIC LOCUS IS WITHIN AP OVERLAY DISTRICT HEARING HELD ON NOVEMBER 15, 2005 12. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE REMOVED 5' BENEATH AND AROUND THE PROPOSED 3) FAILED SYSTEMS ONLY - SOIL ABSORPTION SYSTEM LEACHING FACILITY. ANY DEVIATIONS FROM THE SOIL LOG INSTALLATIONS PROPOSED MORE THAN THREE FEET BELOW SHOWN ON THIS PLAN MUST BE VERIFIED AND APPROVED GRADE WITH PROPER VENTING (PIPED TO THE ATMOSPHERE) BY THE DESIGN ENGINEER AND/OR THE HEALTH AGENT TEST HOLE LOGS At BEDtOCATED MORE THAN+ BUT IN NO CASE SHALL.FIVE FEET BELOW GRA E THE. SAS _ VARIANCES ENGINEER: TO INSTALLING ANY COMPONENT. ENGINEER: DAVID FLAHERlY, R.S. MAXIMUM FEASIBLE- COMPLIANCE-- WITNESS: DONNA MIORANDI,- R.S. LOCAL UPGRADE APPROVAL DATE: MAY 23, 2007 310 CMR 15.405(1)(b): PERC. RATE _ < 5 M N. /INCH REDUCTION IN SYSTEM LOCATION FROM FOUNDATION OR CRAWL SPACE- CLASS, I SOILS. P# 11761 FROM 20' TO 12.2' 310 CMR 15.405(1)(e) REDUCTION IN SYSTEM LOCATION PERC RATE CONFIRMED ELEV. SETBACK FROM BVW- BY SOIL SIEVE ANALYSIS 4 FROM 100' TO 50' SYSTEM �'ESIGM on 37A �7 A I GARBAGE DISPOSER IS NOT ALLOWED Ls 99.45' EW 2E DESIGN FLOW: 3 BEDROOMS ® 110- GPD -= 330 GPD - 3" 2:5Y 3/1 -2D 36.7' U F� c cF USE A 330 GPD DESIGN FLOW B f q � rS - I E 2C SEPTIC TANK: 330 GPD -(2) = 660 2.SY 4/3 , a , w �" �` W-2� EW-2A **RE-USE- EXISTING 1000 GAL.- SEPTIC- TANK = UNSUITABLE SOILS : 18" 35'5 EDGE of wE•nAI,ID LEACHING: SIC1 _ _ --k ,G --- G.W.- WEEPING. 1 I SIDES: 2 (25 + 12.83) 2 (.74) = 112 GPD LT LOAMI i I AT 33.0` BOTTOM 25 x 12.83 (.74) = 237 GPD 2.5Y 6/3 , 30:9. EXISTING 3 BR � � 73 °ro" F" FNDN sr iCF EL ' TOTAL: 47,2 S.F. 349 GPD Q E 38.0' f USE (2) 500 GAL. H-20 LEACHING CHAMBERS (ACME OR EQUAL) WF#2B aO 5 REMOVAL OF UNSUITABLE SOIL C2 DECK REQUIRED AROUND PERIMETER OF WITH 4 STONE ALL AROUND Lu LEACHING FACILITY, DOWN TO MS •. �b SUITABLE SOIL LAYER. REPLACE SIEVE SAMPLE I t\ l� x WITH CLEAN MEDIUM SAND. DESIGN y 2.5Y 7/4 \.•[!1/F#2'4 r ; .. ENGINNER TO INSPECT REMOVAL Atli ;. .3 AND VERIFY SUITABLITY OF SOILS. MA• 24.8 OPEN EA - '+ INSTALL 107't 40 MIL LINER APPROVED DATE BOARD OF HEALTH 146 Al I, Q (GARAGE) AROUND PERIMETER OF REMOVAL F - TOP OF LINER EL 32.6' 3 A . 2 a �,� N 3 - +' BOTTOM LINER EL 28.6` NO STAND#NG GROUNDWATER ENCOUNTERED # c� op /RET. \w� WALLS / SECOND . TEST HOLE WAIVED BY HEALTH. AGENT DUE TO SITE CONSTRAINTS SEE NOTE _ 12 po .0 16" RED 1 #9 i MAPLE ED-5 tIi T lSTONE 3 #4\ .-1 i .III, , - - DRIVEWAY 4 �... t TITLE 5 SITE PLAN OF tlr, � Ri � � � I • \ ! I � � � STONE/TI ED-4 1 ' WALKWAY 32• � �f /O`er #5.� F 34 SWALLOW' HILL RD. Al, . , � � Ew-1 e � :Ct,JI�IMAQUID-) BARNSTABLE MA EWL 1A EDGE OF WETLAND 4(ED-2 PREPARED FOR tF t11, ca tom. �` I/I// � 1 � N #6 1 \, PROVIDE VENT WITH CHARCOAL FILTER - J O A N TERKELSON #l�t, WF.� #8 AND BUGSCREEN (FINAL PLACEMENT WITH -_ �••.-._...�, EW 1E HOMEOWNER CONSULTATION) #7 /1 EW-1D DATE: JUNE 1, 2007 jF l l / BENCHMARK TOP CONC. RET WALL Scale: 1" 20' ELEV = 37.5' 0 10 20 30 40 50- FEET #68 / LOT 2 / 30,434 SFf / off 508-362--4541 fax 508 362-9880 � �IH OF A�hss90 �tt�OF MAO. ARNE H. ARNE CIVIL S9cyG o OJALA CIVIL H down C Op e en g fry e erin g, Inc. No. 30792 OJALA a No.26348„ Cl VIL ENGINEERS oc FG1 Tee`` ��' pb t �s'0 ALE ` o � p� L A ND SUR VE YORS 07 WE #a7--087 DATE ARNE H. OJALA, P.E., P.L.S. 939 Main Street - YARMOU THPOR T, MASS. 07-087 TERKELSON JOAN.DWG (DDF) To�v c, c you. .p.o�io.f �O7;c. �E�-!'OIJE .4 L L C/•�S<, Ti9 C E 267 Z 3 3,30-5- 2 t —r- Z Z.s _ _ ZG.Sa C F/ 0 A-1 _ __ Cx ;.St:r-rc� c�rour>a' prof, /e . r o -a- - o:�oS �!a gf-o;"r7e� P�of, ic a_ T. SG/gL E / SGPIEC). -40 P. ✓. C". OAE! EQciAc_ TD 5Ef"T/L f/2o. EZ : •� c 5 rnC o o . t !MZ - /OO_O 6AG .5EP'T/G Tig N�/Br �1" 35� --- - _ washed 5 tone .' a i v ` I . \ qtip O o �/ z 77 i P.q T�: _._ TEST B 5/ .-_-- �' � -70 �C G7w .E'i9 ; C �3o c-7,y� � 'c�Ar CJATu�"� M5e- -t B - rnsta�b/e N1 �l-th Dept 57 HOc.. F_- � TEST He3LE "� cl -/r T,�nJ/e- 7 E�� c> ,m,T s•r G.o e/ = 35.E �. -.- ---. _..._. sex r? /��' G � /O Q rT7 1 44C, T TO/-7 SG,� S C Sf) _ �1. Z_ . .qY C/ay 2�'7 W � TO'A�. '_��'.L-_ :��4L_S �G�Ay'" m;xed I �0.y • Z �.EAc ;1 I`^�/T _ 72 Sam r r Sa r,c7� i 9t'a✓c/ rn;xe I'( 410/ 150 5- ex 9e G.G ©w r, c.a. a r-r i r7 es9 /\.f r717C /VE'S G/✓/a- APA/a/A./&46 eS �_- /�G 9Aj e,O0/4:: v,e vat`y-r,�s � O T � ,. S 0W H/LL ZDe V� C�Mr7� Quic� �fl �, 5. Te., - Co A -'►-- Yf+►Ae^7 0 U r A-I , /%07, ►i 5 5. /=;' e E F"/4,E'e© Ac 0 AE O/N7 19 n,./ C O at./ rJ G T/O' /977 sowmt " . AS 0,Aq oe o f M 4 A9 L 7`H g x , t i. > c� C o rr f'cs u r e1 4S q AT A/S 7`-9,15 1- �-- , ^-7 A►:S 'S