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0080 CROSS STREET - Health
80 CROSS STD -- T A= 033-029 ,;moo �-- 6 •:eti TOWN OF BARNSTABLE /����yp/�0/0 LOCATION . SEWAGE# p IVILLAGE U01 .� I ASSESSOR'S MAP&PARCEL 33 INSTALLER'S NAME&PHONE N0. der Mk- 991— SEPTIC TANK CAPACITY / �w LEACHING FACILITY.(type) I7 (size) 61m fJ NO.OF BEDROOMS � f OWNER fo PERMIT DATE: i/ COMPLIANCE DATE: i /D Separation Distance Between thl: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of le aching facility) Feet Edge of Wetland and.Leaching Facility(If any wetlands exist within 300 feet'ofleaching facility) Feet FURNISHED BY t a J Am y ®=3 y= y No. 0 THEEOMM�('�NWGEAL.T ¢yR'MASSACHUs"T"" FEE BOARD OF% HEA',LTH OF APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT Applications for a Permit to Construct Repair ( ) Upgrade ( ) Abandon ( ) - ❑Complete System ❑Individual Components Bo C�� .�` ��IZti l I �►�l if } ���4+� �/ �l.{�I�c 1 -�--c� ILocatifon 90 cf-ea e Owner's Name 2-4 C-J ap/Par el# Address v Lot# Tglephone# Installer's NaM4 Designer's Name -- �I eel �ra�►-� o Address Address Z-44- Te rephoAe# I Telephone# Type of Building: L Lot Size Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) -0 gpd Calculated design flow o gpd Design flow provided 5 gpd Plan: Date (o l ( � Number of sheets ( Revision Date I o Title t PikU 6#- T- t �- Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator 0---T?4V-,A Date of Evaluation 5 21 zl DESCRIPTION OF REPAIRS OR ALTERATIONS -rb n/w�t vim` T toy fit•-�' -� The undersigned agrees to install the above described Individual Sewage Disposal System in accordance with the provisions of TITLE 5 and further a rees not to place the system in operation until a Certificate of Compliance has been issued by the Board of Health. Sign d - Date 01//li 1,1,1t) tT Inspectio s VW 2 /J `` FORM t - APPLICATION FOR DSCP DEP APPROVED FORM 5/96 I -- - ---.------------------ -------- ------- - - - - - No. 0 0 7 THE COMMONWEALTHIASSACHU FEES BOARD OF- -HZ,hALTH 6 4` APPLICATION FOR DISPOSAL SYSTEM CONSTRUCTION PERMIT ft - Application for a Permit to Construct (%� Repair ( �) Upgrade ( )'-,Abandon ( ) - []Complete System []Individual Components tt� 44.. �i�t�-S r i`i t i N n 11 1: ��.1 S.A,•1 �t.l I E�1 L c ti yam, Location ti., _ Ce 5 T owner's Name, 1 Pap ar•el# Address 'rt Lot# / Telephone# t + }/ �"� )L.Q t r' �L.��f\. � �K,� (....�7f�.• �'i��f!1..1.t"'��}Z.-f t+1 L« 1 V t.. ! Installer's Na-ml Designer'st'N,a�me Address Address) 1 Te'lep ne# Telephone# Type of Building: 0-�r5kE��JC.E Lot Size 7-7-0SZ, Sq.feet Dwelling—No.of Bedrooms Garbage Grinder ( ) ` Other—Type of Building No.of persons Showers ( ), Cafeteria ( ) Other fixtures Design Flow(min.required) 41 gpd Calculated design flow 44-Q gpd Design flow'provided gpd / Plan: Date (� t �1 J Number of sheets Revision Date I'•1- 1 0 v Title i E ('t.+��-+ utF C IDSS 4-,,T- I + t Description of Soil(s) Soil Evaluator Form No. Name of Soil Evaluator G d-3 ►'1 Date of Evaluation 151 21 ,"I 2 1 DESCRIPTION OF REPAIRS OR ALTERATIONS G <-(MT-E,+, "1 The undersigned agrees to install the above described Individual.Sewage Disposal System in accordance with the provisions of TITLE 5 and furtherraa rees not to place the system in operation until a tertiticate of Compliance has been issued by the Board of Health. •' Signed ��// I Date �XnT/U i Inspections / Y � .. _ FORM—I'l- APPLICATION FOR DSCP DEP APPROVED FORM 5/96 C-—e-+can � ———r a ca �.+ � a•u� c-1 t:e+[�_�a-s�.•- r i air r rx Cr.-N - ,(^71� No. U to -27 THE COMMONWEALTH OF MASSACHrUSETTS FEE 15 r SAS jl�illjv �• � rn BOARD OF HEALTH CERTIFICATE OF COMPLIANCE � Description of Work: ❑ Individual Component(s) F111complete System The undersigned hereby certify that the Sewage Disposal Svstem;Constructed(L-epaired( ),Upgraded( ),Abandoned( ) by: , at W u ( ail N E'4- r, has been installed in accordance with the provisions of 3 0 CMR 15.00 (Title 5) and the approved design plans/as-built plans relating to application No a ka- 7 7dated !/1;��� Approved Design Flow 41V (gpd) Installer A 1 pp Designer: Inspector I M 4"'•- C. Date mho The issuance of this certificate shall not be construed as a g grantee that the system will function as designed. FORM 3 - CERTIFICATE OF COMPLIANCE DEP APPROVED FORM 5/96 No. a al '377 THE COMMONWEALTH OF MASSACHUSETTS FEE l ��✓� t�P - BOARD OF HEALTH DISPOSAL SYSTEM CONSTRUCTION PERMIT Permission is hereby granted to Construct ( Repair ( ) Upgrade ( ) Abandon ( ) an individual sewage disposal system at ( fv J) 1 ( v as described -,in`the application for Disposal System Construction Permit No. a rjl o dated ls� t� � ' Provided: Cons tructio shall be completed within three years of the date o7* pe 'itl.All local coditions must be met. Date I� 0 Board of Hea �n! % � Pr FORM 2 - DSCP DEP APPROVED FORM 5/96 FORM 1255 (REV 5/96) H&W HOBBSB WARREN TM PUBLISHERS- BOSTON FROM :down cape engineering inc FAX NO. :1508.3629880 ' Dec. 06 2010 12:44PM- P1 l9(P£gE31i MG.'.1f�ean, ��➢JCU.ctor �00_QZt:Bh1m Strliat,'11y.allS miN, MA.0260n 0;'f-icu: Fax: us��!➢Il�a II >Px>i rc Cerd:i:[eptia!u k'�turm 4 0 Pe:r!ls io (:P,0/0 Ad dress- Opx �G>-y"+v1DtAG ✓�/ .rl,� Mil OD �/�5 /+_' wo-u inqued a pu=it to Msl all a (ilzstalleu•) S-eptio,SystcIn at r>my j 66x. based(}T1, C e-sl�p 7 driili 1.by (adduess) (//t (�ertify tLAt the septic syste a refere e-ed above was iri5wUud. substmitially i.ccordi.n.{r to the, desif;1., w121c.b.:may include mi:(or approved..c.t7���-p;es smash u-s latera.i reloc.atiou of the (distribution.boy mid/ur septic:tmiit. T i' T. Udtiiy tl)azt. the septic system r?ferenced above was installod. With major "11,91ig s (i.e. �ge'iUn tllau 10' Inte;ra) relocation of th.e SM.4 or my veilical i-elm-.ation of at y sovlponent of the, se.1;-Li in actin-dau.re vPfh St.V.0 a i..ocal, IZe ui�eticix! ,. 1'l�rl TeV,I.t-I:ioit Of certi 5er u y it .51P ler-To.fo.Ulc W. 4r.aS y r AN I C I.A.�••t.., (L:Listal'el'�( Si civil j� sg�`}NAL (Affix Dosignee'; Stanip Ue),e PLEASE (,(,' TJ➢ N LTO BAARN J.U. PTIT, FF.A:t:.4'�4 11B�➢r!�4�DPv!,.... . t'•.E&t'JI':9�'a�'A'Jl'l'%Q-I R,iy1V3PJLWr C)L �]brTT_,Y. iquf .P3�1t�_jS.SU9!.JD ' fi,. b� ,sO,il �1.IRS Ir�'.rR-M ff�ND �i3 BiQnLT �'�6.�!��1 �:4.��_ jI>r,C'RiYED .�- IFJRUVV S'TABII :113 Qr. Q:ElnErl'i}'+J�ejlitC/LYr51�+itr,C<'e��itirati�n_o�rr�. 2ti-04.�oc P�Op'fHE T�ti Town of Barnstable. Barnstable - IIA ASS.MASSQ - Board of Health 9 639 AFARIE(fCaCIty ibgq. ♦� ArFb N1A�All 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi September 20, 2010 Mr. Daniel Ojala Down Cape Engineering 939 Main Street, Rte 6A Yarmouth Port, MA 02675 RE: 80 Cross Street A = 033 - 029 Dear Mr. Ojala: You are granted variances on behalf of your clients, Dennis and Susan Ausiello, to construct an,onsite sewage disposal system at 80 Cross Street, Cotuit. The variances granted are as follows: Section 360-1 of the Town of Barnstable Code: To place a septic tank 81 feet away from a wetland, in lieu of the one-hundred feet minimum separation distance required. These variances are granted with the following conditions: (1) No more than four (4) bedrooms maximum 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 substantial conformance with the revised engineered plans dated September 14, 2010. (3) 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 revised plans. Q:\WPFILES\80 Cross St OJALA Sep2010.doc Down Cape Engineering Page Two September 20, 2010 These variances are granted because the physical constraints at the site severely restrict the location of the septic tank due to its close proximity to the coastal bank. Sincerely yours, . ayne ille , .D. Chair n Q:\WPFILES\80 Cross SCOJALA Sep20I0.doc A DATE: �rP O FEE: rt BARNl3TABLE, � y MAW t639• REC. BY Fp"�yA 'Town of Barnstable SCRED. DATE: Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 JunichiSawayanagi Paul J.Canniff.D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: t d ce-e S S 5 k Assessor's Map and Parcel Number: �j 3 `- !q Size of Lot: Z2, o S Co SF. Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent him or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON�f Name: ti+�n► S r J�Ste► A,. tEL#, Name: -t)A"%—� Address: 5e 1�9A0 f i4-✓J 4- �J9 r�—Se-ey Address: Gt n pG� Phone: _ n 2��� Phone: 5'&1-- 4 � VARIANCE FROM REGULATION(List Reg) REASON FOR VARIANCE(May attach if more space needed) 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 tsame 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 4 tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape. engineering, /17C structural design civil engineers& land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. ��`�k Timothy H.Covell,P.L.S. land court July 27, 2010 — Andrew R.Garulay,R.L.A. surveys V " ' Barnstable Board of Health Pilo 200 Main Street site planning Hyannis, MA 02601 sewage system Re: 80 Cross Street, Cotuit designs Dear Board Members: inspections The enclosed represents a variance filing for the upgrading of an existing 3 bedroom Title 5 septic system in tandem with new construction(expansion of habitable space) permits at the above-referenced location. The house is assessed as a 4.bedroom and is utilized as a 4 bedroom. There will be no physical increase in the number of bedrooms. Floor plans are enclosed for review. landscape architecture The proposed work includes expansion of an existing bedroom by 4', a proposed porch over a crawlspace, expansion of a bathroom and proposed storage space. The septic system design will be changed to the proper 4 bedroom design flow. The house and system are not mapped in a nitrogen sensitive area(Zone 2) or in the Estuarine Overlay district. The existing leaching pit, located 79' off the Bordering Vegetated Wetland (flagged by Hamlyn Consulting), will be removed/filled in, with a new gravelless leaching facility proposed at 94' off the BVW. It is proposed at 6.7' above the bottom of TH 2, where no groundwater was encountered. Variances requested under Barnstable Board of Health Regulations: Art 1: Section 360-1: Leaching facility to be 61' to the Coastal Bank (39' variance) and 94' to Bordering Vegetated Wetland (6' variance); septic tank to be 58' to Coastal Bank (42' variance) and 9V to BVW (9' variance). Variance from 310 CMR 15.000 Title 5 requested from dimensional setback 15.211 (1) reduction in setback, leaching facility and reserve area to (crawlspace) foundation (both 20' to 10'). The system is designed to be as far as reasonably possible from the resource areas, as flagged by Hamlyn Consulting. During the design process, the topography, hardscape, utilities and dwelling location were taken into consideration. Full compliance is not feasible in regard to setback to the crawlspace with trying to maintain maximum 'v distances under local regulations. A liner is proposed as mitigation. We feel that by granting these variances, the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 and Town of Barnstable Regulations. Very truly yours, Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc: M/M Ausiello, c/o Peter Pometti Architect Town of Barnstable F O� THE Tp� y�P Board of Health BARNSTABLE, : 200 Main Street - Hyannis MA 02601 � MASS. plFD MA't A. Agreement to Extend Time Limit for Acting Upon a Variance Request In the Matter of a variance request form received on the Petitioner(s), regarding the property at oS 47Z T, the petitioner(s)and the Board of Health agree that the Board of Health has until 0 (insert date)to act upon the Petitioners' completed application for a variance. In executing this Agreement, the Petitioner(s)hereto specifically waive any claim for a constructive grant of relief based upon time limits applicable prior to the execution of this Agreement. - Petitioner(s): Board of Health: Si nature: .. �— Signature: g etitil(s)or Petitioner's Rep sentative Chairman Print: QS^ �5 f,�°i" Print: Wayne Miller, M.D. Date: —'Z,L1 2dA0 Date: Address of Petitioner(s)or Petitioners Representative j7�C 1� Town of Barnstable Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 , Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc. e p iQ ' iP sT �mold faa-adL �Kl aTrd� pJ I le� �Jee�er- Cr> c00kP be ehQ i_ i 1� �4 t'- 1 I i� Town of Barnstable Geographic Information System _ July 26, 2010 034046001 034058 . #69 #1160 m034049 # 034045 #71 �034048 j #128 a 034060 034047 Z #134 a ur 0 : 3 03 3031 0 _0334 1 5 #20 03301 033028 #1 42033032 - 49 At 100 Cy :. :,.;...::..:::.:.::+>:•1:1::- }i>:::'::} :' # = ii'•ir ii i};•.::::•p.,:... :• <:•-:::!i-'•:i :r::.-...••:i r:.r,,. ;.;. - 033029 CROSS ST 033011 #164 °a w 033026 033 010 #172 . . ............:.....:.:.•:::_:'•:::;.::}?::is•:'.i:.'::.:':'-;':Fi.::{•::_i,..i'•Y.>f`'•i:::'::_{:'i`•::'.::::�`;::.i::::{•:-{'_-:i:::>?•;:r i;';: {•.•" D33000001 033016 #175 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:033 Parcel:029 Board of Health - 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 _ - are only graphic representations of Assessors tax parcels. They are not true property across the street. _ Abutters_ E, - boundaries and do not represent accurate relationships to physical features on the map .� such as building locations. - Buffer '"` - 3.28 30. I 3 ►►► •22.34 PROP. BATHROOM 22% 5.58 ►►► 162.12' EXPANSION .oa TRANSECT 6-1 n o 10 WIDE W►► 11 5% 1 M L T 74nr Es+ ►►► .3374 n 2 10 6f S. .33 a ►► ROCK WALL AT HEDGE 30 n ► 1709, /l RQ 4 1'! .40 5-1 / • 11 9. 4 9.89 . 5• o� .1%, 5 ADD i 32.0 DE PI E 1 EXIST. 4 BR 1 � 4.18 .35 4 4 i3.3~ o m0� H Y DWELLING 1 o _ TOP FNDN. = 17.5' 1 ga 1 I A. WN / dETAL COVER OVER BRICK B � ;� JNED PIT WITH WATER LINE 24,. 5 ' / 'OMING IN WITH SPIGOT ON 2 EOA EVERG�E N BRICK 1 ao� 2. 9 d 2.97 . END =32. 9 6 PATIO / PROP. 1 ¢� 3.16 ADDN. a 0 �P8.30 W 14. 4 12.92 , E GR* 3 1 24 P -12 4 •\ III 8 .. 3 7 PATIO IST. p►n` �? ^,� y 32. •34. 32. 6 O O . 19.65 1� ti HOLLY 10. 3-1 6.07 4.88 �2b � s ' 4 •• HEDGE 4 p o PRO23 P.(PORCH 33.04 6aa: T 3 (CRAWL�P. „15. 6 300 S.F. ` 0 31 77 .94 1 GARAGE n ; w ,3 VE GREEN 20.08 0 A PROP. 1 ,9 1 NATIVE SF 3 3 CONSERVA .67 N �COVD 44 1 III ' ©0 / 21. 2 .07 0' � w h0 � •3.74 J EN EMO IXI ST �\ 29. 4 � AREA '�9 - O 20. O T�11 EXIST. 1 o 21.8% 6.55 •.2�65 \O :.100 \\ 12.00 x 1 .3 \ \ .?y80 0 \ J \ I\$1 2.9 4 9.1 4 , CROSS \ 23 22 .21.6 13 S 1 .1 25 S ^ rREE�' 2]37 2 , .12 8 0.37 \.1 13 12.05 % 10.53 \ PAVER DRIVEWAY \ VP.2 C2 12. 11. - \ 21 20 � 70.43 h BEN 1 CHMARK: USE AREA DRAIN \ x-tQ.40 \~ �� a0 1Q j 1�^ .y'1•" .1`L F4 OF AT ELEVATION 19.75' \ �-1& , 0.82 Rk 74 1709 >`-1 11E 11.50 \ z 7.6 \•14. 69 --9-47.-.8.01 �K11.99 PROVIDE APPROX. 110 OF 40 MIL - LINER AT 5' OFF PERIMETER OF �11.16 , SAS. TOP AT ELEV. 14, BOTTOM AT 10.92 Ff• EL .10 5' REMOVAL OF UNSUITABLE SOIL REQUIRED 11.48 AROUND PERIMETER OF LEACHING FACILITY, /153 �I�G DOWN TO SUITABLE SOIL LAYER. REPLACE ,o.a8 WITH CLEAN MED. SAND, TO MEET �% 0 , \\SERVER\Land Projects 2007\10-063 AUSIELLO\dwg\10-063 AUSIELLO.dwg,7/20/2010 12:01:19 PM,Tabloid, 1:1 Page 1 of 1 i McKean, Thomas i From: Daniel A. Ojala PE, PLS [down cape@downcape.com] Sent: Tuesday, July 20, 2010 2:35 PM ` To: McKean, Thomas Cc: Stanton, David; 'Sarah B. Ojala' Subject: AUSIELLO Tom: I In your opinion would a reserve area in the driveway be ok? I There is an old well pit with water piping and an extensive irrigation system in the higher SouthWest corner of the lot. There could be a note on the plan that the primary area is to be utilized for any replacement system, and if not, the area drains could be replaced with solid drains to a stormwater drainage system remote from the'reserve SAS. We would need to do the soil testing near they gas line, just off the reserve, as there are brick pavers and various utilities in the reserve footprint, is this ok? We rotated the septic tank like the boardmember suggested at the meeting. Thanks for your thoughts. Daniel A. Ojala PE, PLS down cape engineering, inc. 939 Main St. Yarmouthport, MA 1-508-362-4541 x108 1-508-362-9880 fax downcape@downcape.com This Electronic Message contains information from the engineering firm of down cape engineering,!inc., which may be privileged.. The information is intended. to be for the use of the addressee only. If you are not the addressee, note that any disclosure, copy, distribution or use of the contents of this message is prohibited. 1 1 i i 7/20/2010 I i tel.(508)362-4541 939 main street rt 6a �\ fax(508)362-9880 yarmouth port , mass 02675 down cope engineering inc. structural design civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court July 27, 2010 Andrew R.Garulay,R.L.A. surveys Dear Abutter: site planning A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from the Town of Barnstable Regulations for subsurface sewage system disposal of sewage and from Title 5, 310 CMR 15.00. designs Variances requested under Barnstable Board of Health Regulations: inspections Art I: Section 360-1: Leaching facility to be 61' to the Coastal Bank (39' variance) and 94' to Bordering Vegetated Wetland(6' variance); septic tank to be 58' to Coastal permits Bank(42' variance) and 9l' to BVW (9' variance). Variance from 310 CMR 15.000 Title 5 requested from dimensional setback 15.211 landscape (1) reduction in setback, leaching facility and reserve area to (crawlspace) foundation architecture (both 20' to 10'). Said hearing will be held in the Town of Barnstable Hearing Room, South Street, Hyannis,MA on August loth at 3 PM. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis. It is recommended to check with the Health Department to confirm date and time if you are interested in attending. Sincerely, CD, Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health Af:butterReport. Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '033029' Direct abutters (no set distance) and the properties located across the street. Total Count: 4 Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing Country Deed CityStateZip 033015 HIRSCH,STEVEN E C/O HIRSCH 100 CONIFER HILL DANVERS, MA 23506/228 CONSTRUCTION DR,SUITE 306 01923 033026 REID,SUZANNE S PO BOX 1450 COTUIT, MA USA 17189/316 02635 033029 AUSIELLO, DENNIS 38 BRADFORD RD WELLESLEY, MA USA 10507/288 A&SUSAN] 02181 033030 HIRSCH, STEVEN E C/O HIRSCH 100 CONIFER HILL DANVERS, MA 9430/318 CONSTRUCTION DR-SUITE 306 01923 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 6/25/2010. 1 'http://66.203.95.236/arcims/appgeoapp/AbutterReport.aspx?type=BOH 6/25/2010 RAS,1S. NO.: CITY/TOWN: -A APPLICANT: ADDRESS: DESIGN FLOW: 4 4 o 5pd I REVIEWED BY: �. DATE; j f N/A OK NO i Legal boundaries denoted [310 CNLR 15.220(4)(a)] Street,Lot, tax parcel number and lot number noted on plan [310 I CMR 15.220(4)(u)] Locus Provided [310 CNIlZ 15.2204(t)] Plan proper scale? (1"=40' for plot plans, 1"=20' or fewer for I components) [310 CMR 15.220(4)] Easements shown [310 CNIR 15.220(4)(b)] System located totally on lot served [310 CMR 15.405(1)(a) for upgrades]- if not, a variance is required.[310 CNa 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)(f)] daily flow septic tank capacity(required and provided) soil absorption system(required and provided) whether system designed for garbage grinder - North arrow (310 CMR 15.220(4)(g)] Existing and proposed contours [310 CMR 1'5.220(4)(g)] Location and log of deep observation holes (existing grade el. on each test) [3.10 CMR 15.220(4)(h)] { 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?) [310 C1VLR. 15.220(4)(i)] Percolation test results match loading rate? [310 CMR 15.242] Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(11)] Address __ Sheet 1 of 7 i i { I - I ( Poca every water supply, public aid private, [310 CMR )] 400 feet of the proposed system location nz the case ater supplies and gravel packed public water supply 250.feet of the proposed system location in the case 150 feet of the proposed system location in the case ater supply wells Location o.f all surface waters and wetlands located up to 100 ft. I beyond setbacks listed 'Ila 310 CMR 15.211 and any catch basins located within 50 ft. [310 Clya 15.220(4)(1)] - Water lines and other subsurface utilities located[310 CMR � I 15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[11) Profile of system showing invert elevations of all system �r i components and the bottom of the SAS [310 C1VLR15.220 4O(0)] I Stamp of designer [310 CMR 15220(1) and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor(required if construction activities within 5 ft. of lot line) [310 CN1R 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 approved for an upgrade under LUA at 310 CMR 15.405(1)(k)] j Test hole adequate to demonstrate four feet of suitable material? [310 CMR 15.103(4)] Test Holes adequate to confuzn.adequate groundwater separation? [310 CNM 15.103(3)] Benchmark within 50-75' of system [310 CMR 15.220(4)(q)] Materials specifications noted? [various sections of 310 CMR ` j 15.000] System components not>36" deep (unless Local Upgrade 1 Approval or LUA requested) [310 CMVR 15.405(1(b)] { I T s i t Sheet 2,of 7 Address { I " I N/A OK NO rl a k t Size OK? [310 CMR 15.2230)] Inlet tee located ten inches below flow line [310 CMR 15227(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)1 Separation between inlet and outlet tees (no less than liquid k ! depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12 above high oundwater (except as described 310 CMR 15227(5)) or permitted for upgrades under LUA[310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than9"must have risers on all openings and on the d-box) [310 CMR 15.2228(1) and 310 CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater)- i middle access at least 8" (by 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade - one port for systems<1000gpd, I two for systems>1000 gpd[310 CMR 15.228(2)] II All at-grade covers secured to unauthorized access? [310 CMR i 15.228(2)] I > 10 ft from building foundation [310 CMR Buoyancy calculation Required/Done [310 CMR 15.221(8)] + H-20 Where appropriate? [310 CMR 15.226(3)]- I { Setbacks fiom resotuces [310 CMR 15211] E ? � .a.3 5 +h"• R'';}{`=1Y.c,° �:')�')fx�'.�}' f-{k-t.�( +° Required when other than single-family dwellig or flow>1000 i gpd[310 CMR15.223(l)(b)] First compartment 200% daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and(3)] pipe through or-over,baffle, outlet of each comparti ut with gas baffle or a proved filter [310 CMR 15:224(4)] w i Address Sheet 3 of 7 i i i y I 7 NIAA Ox NO, i I�IYLIIfiG���r L� �_ TV I BERMz" n,.. Located at least ten feet from any water line? [310 CMR j 11 5 22 (2)] Disposal piping at least 18" below water l ne (when water and sewer cross, see 310 CMR, 15.211(1)[11) Cleariouts required/provided? [310 CTya 15222(8)1 Thrust blocks specified in force mails? 310 CMR 15.221(6)(c)] Slope of sewer line not less than 0.01 (1/8"/ft) 0.02 preferable F I [310 CVLR 15.222(6)] i Proper pitch on all runs? (.005 within gravity-distributed trenches and beds) [310 CMR 15.251(9) and 310 CMR 15.252(2)(c)] I Siphon problem/(leachfield below pump chain e_) Endcaps or vent manifold specified? 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) ,rr a ir• .;n •`� qh as. r ci'. �nre a4V;t. t DJtST➢?.YaBr7CJ[�1�� T� � r�ti `` r� �' rya Stable compacted base [310 CMR 15221(2) and 310 CMR i 15.232(2)(a)] Splash plate or baffle tee required on inlet/provided? (when i pressure sewer to d-box or steep pitch of gravity sewer) [310 i CMR 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15-232(3)(f)] Inside minimum dimension 12" [310 CMR 15-232(2)(b)] Minimum sump 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd);waterproof manhole if>2000gpd [310 CMR 15,232(3)(d)] wax�.a1 �ziawca�c� Capacity(emergency storage above working=design flow)? [310 CMR 231(2)] tanks Proper setbacks [310 CMR.15.211 (same as septic )] Watertight 20-in minium access manhole at least 20"MUST BE E DE [310 CMEZ 15.231(5)] omponents accessible (not too deep with piping, cts accessible)oats - alarm on circuit separate nom pumps specified? i�uo units must have tv�o pumps operatiig inlead=lag 10 iviR 15.231(6) arld(ompacted Base [310 CMR 15221(2)] y calculations needed ? Provided? [310 CMR 15.221(8)] Sheet 4 of 7 I Address i i i i N/A OK N � OI1 1 ��u iDIr To T'S 'cam Calculations correct? 4 feet of naturally occuIli material demonstrated? [310 CMR V-1 ' { 15.2400)] j Required separation to groundwater? [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 15.2411 Inspection ports specified and within 3"final grade? 1310 CMR Breakout requirements met? (-,o violation of breakout elevation C j within 15 ft of SAS unless barrier) [310 CMR 15.211(l)[41 and Guidance Document] n� p`�(+{ 1f� �4 J N�, JL�Ju�L�1Lll .&�v �L. BJLUk3, A`,M'.cS, �._ .. i Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] i Each structure with one inspection manhole(if>2000 gpd must be to grade) [310 CMR 15253(2)] Aggregate P minimum-4'maximum. [310 CMR 15.253(1)(b)] 2' sidewall credit maximum[310 CMR 15.253(1)(a)] In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] Width 2'minimum 3'maximum [310 CMR 15.251(1)(b)] 100 feet-maximum length[310 CMR 15.251(1)(a)]. 1 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)] ' Break"out gOK? [310 CMR 1-5.211(1)[4] and Guidance Document] � IYI��g'r� iz� �f„bed�vffle1d�50,Qw0,ga), minimum 2 distribution lines [310CMR 15.252(2)(a)] ; Maximum separation between lines 6' [310"114 R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below_discharge pipes 6" InImmum, 12" i maximum.,[310 CMR 15252(2)(g)] i Separation between beds 10'rninimum. [310 CMR 15.252(2)(f)] Bottom aiea used ir"i calculations only[310 CDR 15252(2)(i)] . i Address Sheet 5 of 7 1 N/A CIS ZLJ�1 J�Yr1 J l� 4T�;JT1-:r s y''., a','',.� ....i?..�... .r�ua' ti k.r1e'K}�tt:1 i1la...,r �°•`. Press�fre Dosed Sy eFn ? Provided pump and piping calculations as required [310 CNR 15.220(4)(r)] Pressure dosing required on all systems>2000gpd or alternative 1 systems under remedial approval [310 CNR 15.254(2) and IJA Remedial Use Approvals] If used in gravelless system-make sure jet is directed as not to scour soil interface [Guidance Document] j Inspections once per year (systems<2000 gpd) o quarterly I (>2000gpd) good to note on plan[310 CNR 15.254(2)(d)] 1 CorTstrecetiora 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 CNR 15255(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 15255(2)1 Breakout requirements met? [310 CMR 15.252(2)and Guidance Document] At least 5 ft. from impervious bainer to edge of SAS (10 ft. recommended) [310 CMR 152 O( )] 55 2 e , ,r Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge f to scour soil interface r<,• ' gr I Yl L' trSx ,StePFl rr�f�q"•��Y�)F`OYCIj�e�teYSJ Was DEP Approval Letter provided and/or have you 1 reviewed the letter for conditions? j Is the technology being properly applied and does it meet all i DEP Approval Conditions? Is there a note on the plan regarding the requirement for Perpetual maintenance agreement? Any alarms involved on separate circuits I Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance Ore the variances listed on the plan? [310 ClvlFc 15.220 f RLS Stamp necessary on plan if a component is within Live I - fee of property line [310 CMR 15.412(4)] i INew construction or increased flow proposed- [Refer to 310 CNR 15.4141 Sheet 6 of 7 f Address i I I i rpuiblic eiii'system in a Designated Nitrogen Sensitive Area Zone II for supply well)? [310 CMR 15.214, 310 CMR 15.215 and ,M 15.216 - also refer to Policy regarding upgrades of such a i exists g systems] Is the system proposed on the same lot as served by private well ? I [31.0 CMR 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CNIR i 15 216(1)] CSC2 Clad@�L€SI ?+1 *.,?., ,: , . .•. 1 .z r Punnping to septic tank? [ 310 CTYM 15.229] Shared System [310 CRdR 15.290] I I i i i I f i I I i i - I i i i Address Sheet 7 of 7 I tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cape engineering; /#C structural design civil engineers&land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala RE.,P.L.S. September 14, 201 O Timothy H.Covell,P.L.S. land court Andrew R.Garulay,R.L.A. Surveys Barnstable Board of Health 200 Main Street Hyannis, MA 02601 site planning sewage system RE: Ausiello, 80 Cross Street, Cotuit, MA designs Dear Board Members: inspections Attached please find revised plans, checklist, and updated soil report for the above permits location. The Health Department was able to schedule the additional testholes for yesterday (prior landscape to today's hearing), so we added they data logs to the plan, and also the leaching field has architecture been enlarged slightly to meet the 400 sf minimum found for"new construction" in the Infiltrator DEP approval. No other changes to the updated plans were required. Please do not hesitate to contact mel with an questions. Y Very truly yours, � CD,_ Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. CC: M/M Ausiello P.Pometti-Architect Eliza Cox,Nutter McClennen& Fish LLP i I i r1I'owu of Ba]CustaWe Pit � lDeparkinCllt of Regulatory Services 311�'li�� y nARNEMAnLE Public �Health Division Date 1r11 200 Main Street,Hyanuis MA 02601 • APFU PAA'1 b t Date Scheduled_ l i -!2 I b Time Fee Pd. /'A>V L,. Soil Suitability Assessnientfor SOwage Disposql(,-T1i`6 5NA6 O)T Performed By: _� Witnessed By: Location Address (3 Owner's Name AiAc., e-L—L—p ® i-j"4 ` T-- Address Assessor's Map/Parcel: _27S 1 Engineer's Name _7>0 w.-i W4- NEW CONSTRUCTION --)(,_ REPAIR Telephone If Laud Use• Ilea 47 46 6 ° slopes 0/n) `o Surface Stones N A *� Cs Distances frown: Open Water BodyR Possible Wet Area > (�� ft Drinking Water Well G"")JD ft Drainage Way '>SVP ft Property Line V, ft Other ft ,SYXI,TCH., (Street name,dimensions of lot,exact locations of test holes do pert tests,locale wellunds'1n proxinuly to boles) -70 $ Ir o - ? Ta , "',[_S� �l 4 (9� , fA Parent material(geologic) f0W!TjA(A-4I _ Depth lU QedrUck �Ov Depth to Groundwater: Standing Water in Hole: Weeping I'r0n1 Pit P"a Estimated Seasonal High Groundwater Al D ETER MNATION FOR SEASONAL )FJ()<GH WATER ru'AJf3ssLE Method Used: Depth Observed standing in obs.hole: N I In, Depth to soil ttl01l St In, Depth to weeping from side of obs.hole: _ I!L Groulldwuter AdjuSlment e. .Pt. Index Well II Reading Date: Index Well level__ __. Ad_i.hwtor,,,,,,.,,r,— A41,Crowtdwater Level IPERCO A "IO 'I'.rwr N1ada �/ll'1111E1 ��8r Observation Time.at 4" Holc## 1 Depth of Pere Tlmr at 6" Slatt Pre-soak Time @ J • %o- f� Time(9"-6") End Pre-soak, b� � !a Rate Min./Inell ioj Site Sujtability Assessment: Site Passed x Sitg-Failed: Additional Testing Needed(Y/N) _ Original: Public Health Division Observation Hole Data To Be Completed on Back-----------lam/ ***It IllercolatloU test is to be conducted within 100' of wetland,you must first Uotify Clio. Barnstable Conservation DiVlSloll at least 011e (1) Wedc Prior to I➢E�,Tfl9l ing. QAS CPTIC\PCRCFORM.DOC Depth from Solt liarizon Soil Texture ]hole (USDA) # Surface(in.) Sdil Color Soil. Other qk/ (Munsell) Mottling (Stricture,Stones;Boulders. .. b Con istenc %* ravel $.5 S SEEP®-PSERVAI'I®N HOLE Y,GG Depth from Soil Horizon hole # .� Surface(in.) Soil Texture Sail Color (USDA) Soil Other (Munsell) Mottling (Structure,Stones,Boulders. �•�' Consis enc %Grave) DEEP®BSERVATI Depth From ®re HOLE LOG # Soil Horizon Soil Texture SiirFace(in.) Soil Color Soil (Munsell)) her Mottling (Structure,Stories,Boulders. ` Consistency,%Qr-,vel) ------------ DEE' P OBSERVATION HOLE LOG Depth from Soil Horizon Soil Texture ®It?# Surface(in.) Soil Color Soil Other (USDA) ,. (Munsell) Mgttlln g (Structure,Stones;Boulders, Consistency. (7rayel) 'Ltd Flood Insurance Rate Above 500 year flood boundary No yes Within 500 year boundary No Yes. Within 100 year flood boundary No D yes ➢1'ePt➢>l o� f Na tarally ocelir eirvious Material Does at least four feat of nafurally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? S If not, what is the depth of naturally occurring pe ious material? lil-Irtific0ion � I certify that on 'date)I have passed the soil evaluator examination approved by the Department of Environmental.Protection and that the above analy.-is was performed by me consistent with the required expertise and experience described to CIO CMR 15.017. Signature Datb .i' 117 Q:\Sl3PTlC\PERCFORM.DOC TRANS. NO.: CITY/TOWN: o APPLIICANT: A)s ADDRESS: DESIGN FLOW: "4D gpd REVIEWED BY: DATE: N/A Ogg NO Legal boundaries denoted [310 CNM 15.220(4)(a)] Street, Lot, tax parcel number and lot number noted on plan [310 V 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 CNM 15.220(4)(b)] 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)(f)] daily flow septic tank capacity(required and provided) E� soil absorption system (required and provided) whether system designed for garbage grander try North arrow [310 CMR 15.220(4)(g)] Existing and proposed contours [310 CNM 15.220(4)(g)] P Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)0h)] Names of soil evaluator and BOH representative [310 CNM 15.220(4)(h) and (i)] 90/ Location and date of percolation tests(performed at proper elevation?) [310 CMR 15.220(4)(1)] Percolationfest results match loading rate? [310 CMR 15.2421 Certification statement by Soil Evaluator [310 CMR 15.220(4)0)] Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CNM 15.103(3) and 310 CMR 15.220(4)(n)] Address Sheet 1 of 7 N/A OK NO FLocation of every water supply, public and private, [310 CMR 20(4)(k)] within 400 feet of the proposed system location in the case 1 , of surface water supplies and gravel packed public water supply V within 250 feet of the proposed system location in the case within 150 feet of the proposed system location in the case J of private water supply wells Location of all surface waters and wetlands located up to 100 ft. beyond setbacks listed in 310 CMR 15.211 and.any catch basins L/ 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)[11) profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] 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 approved for an upgrade under LUA at 310 Ch'IR 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? 1 [310 CMR 15.103(3)] Benchmark within 50-75' of system [310 CMR 15.220(4)(q)] 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)] Sheet 2 of 7 Address N/A OK NO F ..r + w� .w n-i�.P}.AVTAl\JL A43 Sk51I' js¢ .;dx. ...,'<v *+ 0C r1 $... Size OK? [310 CMR 15.223(1)] Inlet tee located ten inches below flow line [310 CMR 15.227(6)] Outlet tee 14" or 14" + 5" per foot for increase ft depth [310 CNM 15.227(6)] ✓ Outlet tee with gas baffle or approved filter [310 CMR 15.227(4)] Note regarding installation on stable compacted base [310 CMR 15.228(1)] Separation between inlet and outlet tees (no less than liquid depth) [310 CMR 15.227(2)] Inlet/Outlet elevations at least 12" above high groundwater (except as described 310 CMR 15.227(5)) or permitted for upgrades under LUA [310 CMR 15.405(1)(k)] Minimum cover 9" (Tanks buried more than 9" must have risers / on all openings and on the d-box) [310 CMR 15.2228(l) and 310 ✓ CMR 15.232(3)(f)] i Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (by 7/07) [310 CMR 15.228(2)] Access to within 6 " of grade - one port for systems<1000gpd, two for systems >1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR 15.228(2)] > 10 ft fiorn building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done.[310 CMR 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] B/ Setbacks fiom resources [310 CMR 15 211] N 1 '�+Y kr�' ,M'•3tA. .'a13ff o-rY"xkk'�L-� 9'W'�. �... � rd � A uh lblul ��ox�aprtment �aulcs w_: ;. Y; F y .. - R Required when other than single-family dwelling or flow>1000 gpd [310 CMR 15.223(1)(b)] First compartment 200% daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and(3)] "U" pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] Address Sheet 3 of 7 N/A OK NO 'per_ ggg�''�gg7��}�',�- �i�! 'p"y g$g� �p � 1 - .� '�. .d Y • 'F ii . wi�� q 4 g2AYJY9,,41jy�3'r;,lJd'l� i�. ,®T�YYY'.i 'il r-4 ;A,rh � x „'�f - :w4�F «!.i �lS`9'Eif4f�3d ,..2711 Located at least ten feet fiom any water line? [310 CNM / 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 0,4R 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)] Siphon problem/ (leachfield below pump chamber) Endcaps or vent manifold specified? 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 l types allowed) tws 1/ 10 Stable compacted base [310 CMR 15.221(2) and 310 CMR r15.232(2)(a)]e or baffle tee required on inlet/provided? (whenwer to d-box or steep pitch of gravity sewer) [310 3(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(f)] Inside minimum dimension 12" [310 CMR 15.232(2)(b)] Minimum sump 6" [310 CMR15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] P�``.:v 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 [310 CMR 15.231(5)] Service components accessible(not too deep 'With piping, l discomlects accessible) V Alarm floats alarm on circuit separate from pumps specified? Exceeds two units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and(8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ? Provided? [310 CMR 15.221(8)] Address Sheet 4 of 7 N/A OK NO Calculations correct? 4 feet of naturally occurring material demonstrated? [310 CMR 15.240(1)] Required separation to groundwater? [310 CTkR 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] `G A ]L;E S`'�'ISm CH-8, ", I 310 Cl�%AZ �253 � �� Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] f Each structure with one inspection manhole(if>2000 gpd must be to grade) [310 CMR 15.253(2)] Aggregate I' minimum- 4'maximum. [310 CMR 15.253(1)(b)] 2' sidewall credit maximum[310 CMR 15.253(1)(a)] In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] 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] "+' x rto.:St�'. €i' D kt'� � �° Y r M" 4a f•r•. minimum 2 distribution lines [310 CMR 15.2.52(2)(a)] Woe Maximum separation between lines 6' [310 CM RI5.252(2)(d)] 1 Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6" minimum, 12" maximum. [310 CMR 15.252(2)(g)] Separation between beds 10'rninunum. [310 CMR 15.252(2)(f)] Bottom area used in calculations only [310 CMR 15.252(2)(i)] Address Sheet 5 of 7 N/A OK a lit® y g. gp ' x nF 7 P`.r3 �tclvd{.,.. �k 'SY,Wi?{ dd :'' Pressure Dosed S.ystein ? Provided pump and piping / t'ons as required 310 CMR 15.220(4)(r)] calcula 1 q [ Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR45.254(2) and I/A Remedial Use Approvals] If used in gravelless system-make sure jet is directed as not to scour soil interface [Guidance Document] Iiispections once per year (systems<2000 gpd) or quarterly (>2000gpd) good to note on plan [310 CMR 15.254(2)(d)] Construction in fall -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? l✓ 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)] r 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)] 0/ QGrtixSj?s enZ�NP,;o e1 ens 3 Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface Al et�[i�ty,�; e� icSys�erlr�(U,��p�rovrcle„tern Was DEP Approval Letterprovided and/or have you reviewed the letter for conditions? Is the technology being properly applied and does it meet all r DEP Approval Conditions? V Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant.submitted a copy of a maintenance f1.�17x c2 ::.+ � Are the variances listed on the plan? [310 CMR 15.220 O �� (4)(q)] RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 ' CMR 15.414 Address Sheet 6 of 7 N/A OK NO 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 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15 216(1)] Mr{+ t ✓-r� to T}rrv4` R, t,� yp"rr' x, "� ` 7ka�iE�a�+ Pumping to septic tank ? [ 310 CMR 15.229] Shared System [310 CMR 15.290] r Address. Sheet 7 of 7 rr iv,r `fie w c�A 3+,,41 Oo �`/ ✓�J W �r ���' I� /'h' 'G'r 1 f J �, cl 13r1(0 TRANSMITTAL DATE: 9-10-2010 From: Sue Lopez TO: Barnstable Board of RE: 10-063 Health Ausiello 80 Cross Street Method of Delivery: Hand Delivery Enclosed please find 4 copies of Site Plan with a revision date of 9-7-2010. As requested, the revision shows movement of SAS. t Cc: DOWN CAPE ENGINEERING, INC. File 939 MAIN ST, SUITE C- M/M Ausiello YARMOUTHPORT, MA 02675 Peter Pometti PHONE: 508-362-4541 4 ° FAX: 508-362-9880 E-MAIL: r Qy T9E P Departlawrit of Regulatory Services 1-7 - �_ /0 ✓/ wnrvarnetz A Public Health Division bate RAa& 200 Main Stree,Hyannis MA 02601 ApEO PAPS R Date Scheduled d . . Time _ Fee)<°d. 910 . do j� 3 t—)4l 4 -7 o Soil Suitability Assessmentfor �e gpage isp osal Witnessed By: $A, Performed By: IC O CATI ON & GE NEI RAIL I[NF ORIVlfA7[ION y I_ncation Address ?o C, - Owner's Name n „ � e //0 Address � Assessor's Map/Parcel: '3:3 oZ� Engineer's Name 0 t.J NEW CONSTRUCTION REPAIR Telephonelf Land Use a� Slopes(%1 " Surface Stones Distance's from: Open Water Body 1 ft Possible Wet A eo'eft Drinking Water Well ft Drainage Way ,O ft Property Llne (O fl Other Pt SKETCH., (Street name,dimensions of lot,exact locations of lest holes&perc tests,locate wellands'fn prmcirttily to hales) � r wl _VY T'. Parent malerial(geologic) bet4 y"i Depth to Becboelt, Depth to Groundwater. Standing Water in I-Tole: N wrepJliltg('Patti hit Nee Estimated Seasonal High Groundwater DlC'>['ERNIINA TION FOR SEASONAL 111611 WATER TABLE Depth Observed standing in obs.hole: w __In, Depth to Soil malt lt M, Depth to weeping from side of obs.hole: ------ _ II1, Grouadwmer Adf ustmellt— ft. Index Well ff Reading Datc: Index Well level T �� Ad�l,hwtoP— Atil.aruulldwater Lxvel _ Observation tL4y /10 '3 7�Zt1l D Hole#f _�_ '['inle lit 9" tt t� l.� ( r1 Depth of Pcrc h. Sy `" —.-tt Tllllp at 6" � Start Pre-soak Time @ 0 t 0-0 y'' L r�f� � Time O"-6") End Pre-soak Q r�o Rate Min./Inch m�� &� Ir.� Site Suitability Assessment: Sile Passed_ Sit.G,Failed: Additional Testing Nceded(Y/N) Original: Public Health Division Observation Holt;Data To Be Completed on Back----------- ***If percolatioua test is to be midancted widliaz 100' of welland, you must firslt➢xotify CHIC, Barnstable Conservation DiViSlo➢i att least 011C (A) wweelc prio• to beguaa➢.➢ingo Q:\Serr1C\PERCFORM.000 Depth from -IDlr1EP.®BS-E'RN7A ON kg®L, + LOG Soil Horizon Hole Surfa! (USDA), (in.) Soil Texture Soil Color (Mansell)' MottlingOther t (Structure,Stones;Boulders, -TI L t } Con istenc % r5vef ----__ DREP ®Rs_R]ZV 'a'I®N x®�.��,®� Depth from Soil Horizon So• �Iba�e Sur Soil Texture Face(in,) xture Soil Color '----er 5/Zl/�p (USDA) Soil (Mansell) Moftling (Structum,tStones, Boulders. Consis enc %Gravel i t DE'r" �OBSlERVA�TION HOLE SLOG Depth from Soil Horizon Surface(in.) Soil Texture (USDA) Soil Color Soil j /Zl 1/19 (Muns411) Other �7 Moftling (Structure,Stones,Boulders. 1 0—` �)( � Co siste c T O vel 2 L L l o '/L13 DF EP OBSERVATION 1-1 Depth from Soil Horizon' OLR LOG -DI 9 r� Surface(in.) Soil Texture Soil Color - -T"`—+ (USDA) S°il Other (Munsell) Mottling / g (Structure,Stones; Boulders, h —) `� Consi ten o a 1 Z-313 Flood Ins&1rance Stage M Above 500 year flood boundary No Yes Within 500 year boundary No (� Yes Within looyearfloodboundary No� Yes �170.2' ---s OF L'10T Depth o_ t Nttturaily�Occurring]E OVious Material 11 Does at least four fe©t of naturally occurring pervious matetlal exist in all areas observed throughout the atett proposed for the soil absorption systeml If not, what is the depth of naturally occurring perv)Os—�-!, ter11ai W—T!a Cal_ I certify that on AV (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 regitired tr fining, expertise and experience described in I0 CMR 15,017. Signature_ 7/Zi l(� Date Q:\sRPTnPERCEORM.DOC i t tel. (508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope engineering MC. structural design civil engineers &land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. land court September 10, 2010 Timothy H.Covell,P.L.S. Andrew R.Garulay,R.L.A. surveys Barnstable Board of Health 200 Main Street site planning Hyannis, MA 02601 sewage system Re: Ausiello, 80 Cross Street, Cotuit i designs Dear Board Members: inspections Enclosed is a revised plan for the above-referenced site,based on comments by Board Members during the previous public meetings. permits Specifically,the proposed 4 bedroom leaching facility and the reserve are shown now in the upper portion of the site and no local or state variances are requested for this landscape location. There is now a 2500 gallon septic tank/pump chamber combination architecture proposed to the east of the driveway/retaining wall, at 81' off the coastal bank, an improvement over the originally proposed septic tank at 54.5' off the coastal bank. We are requesting a 19' variance for this septic tank/pump chamber combination(note that this tank is 113' from the Bordering Vegetated Wetland). We feel that this revised plan represents a significant improvement over what exists there now. Thank you for your consideration of this request. Very truly yours, :..�G.C. Daniel A. Ojala, PE, PLS Down Cape Engineering, Inc. cc: M/M Ausiello P. Pometti aI 11HE Tq� DATE: 11! O� FEE: -0 &UMS'rABLE, MASS. QO t639. REC. BY (a ATFO,��A. Town ®f Barnstable . SCHED. DATE:_, Board. of Health � 200 Main Street,Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 JunichiSawayanagi Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: e.0 ce-p 5 S k e 10 t j Assessor's Map and Parcel Nturiber: 3 ' Size of Lot: ZZ, A:)5 Co SF- Wetlands Within 300 Ft. Yes Business Name: No Subdivision Name: APPLICANT'S NAME: Phone Did the owner of the property authorize you to represent hum or her? Yes No PROPERTY OWNER'S NAME CONTACT PERSON Name: a-+�-► s r ��t Ss.e—t ASS 1 EZ L-v Name: At"t Ei Address: �eJr:� t`-�Ley Address: CA d �DG�-- IL S, Phone: nin`443 Phone: VARIANCE FROM REGULATION(List Reg) REASON FOR VARIANCE(May attach if more space needed) *- NATURE OF WORK: House Addition House Renovation ❑ Repair of Failed Septic System `❑ : u 0 Checklist (to be completed by office staff-person receiving variance request application) ' 7 Please submit copies in 4 separate completed sets. 3 - 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.Camiift;D.M.D. C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC Tows. of Barnstable OHE Tp�� Board of Health BARNsrABLE,.* 200 Main Street;- Hyannis MA 02601 9 MASS. plFD MAt a r Agreement to Extend Time Limit for Acting Upon a Variance Request i In the Matter of a variance request form received on the Petitioner(s), - 5 regarding the property at u- the petitioner(s) and the Board of Health agree that the Board of Health has until l 6 (insert date)to act upon the Petitioners' completed d application for a variance. In executing this Agreement, the Petitioner(s) hereto specifically waive any claim for a constructive grant of relief based upon time limits.applicable prior to the execution of this Agreement. Petitioner(s): Board of Health: Signature: Signature: Pe er s)or Petitioner's Represen ve I Chairman '' Print: 1.---J\ Vve- Print: Wayne Miller, M.D. V Date: "\Zj Z01(7 Date: Address of Petitioner(s)or Petitioners Representative a(2 r G Town of Barnstable j Board of Health Public Health Division 200 Main Street Hyannis, MA 02601 Phone: (508) 862-4644 Fax: (508) 790-6304 file q:extend.doc i i ` i DATE: FEE: REC. BY SCHED. DATE: Back to Main Public Health DMA iCYh Page C:\Users\decollik\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\BAJ9P9B7\VARIREQ.DOC 06/29/2010 10:55 FAX 781 237 7708 COLDWELL BANKER REAL. Z 002/002 June 29, 2010 To Whom It May Concern: Re: 80 Cross St, Cotuit MA We hereby authorize Down Cape Engineering to represent us at the up coming public: hearing before the Board of Health. !.-`'Susan .Ausiello Dennis A. Ausie to i L�6 � �Q t. Z � UL Pic �k5-z� -c'-10,S ' �-� It F Cca� ,� gam, m no i- Sae 6-3a -k-�5 �r is . 1 i TITLE V CALCULATION CHART (1995 Code) COMPONENT 3 BEDROOMS 4!BEDROOMS 5 BEDROOMS 6BEDR �fftt. � Min. Required area for<5 mpi soil(1995 Code) 446 sq. ft. 95 sq. ft. 743 sq. ft'. 892 sq SEPTIC TANK. 1500 Gallons 1500 Gallons. 1500 GallonsI 1500 Gallons ' DISTRIBUTION BOX Distribution Box Distribution Box Distribution Box Distribution Box SOIL ABSORPTION SYSTEM: Cultec Recharger 330's 4 (334 GPD) 6 (471 GPD) 8 (606 GPD) 9 (674 GPD) [NOTE:5 are not enough- - [NOTE:7 are not enough- Cultec Recharger 330's(with 2'stone surrounding SAS) 34 x 8.3 x 2 provides only 401 GPD] provides only 538 GPD] 71.5 X 8.3 X2 49x8.3x2 64x8.3x2 Cultec Recharger 330's(with 3'stone surrounding SAS) 3 (332 GPDI) 5 (490 GPD) [NOTE:4 are 6 (569 GPD) 8 (728 GPD) 28.5 x 10.3 x 2 not enough-provides only 411 51 x 10.3 x 2 60x10.3x2 GPD]43.5 x 10.3 x 2 High Capacity Infiltrators 4 (394 GPD) 6(461 GPD) 7(598 GPD) _ 8(667 GPD) ' H.C.Infiltrators(with 4'stone on sides,3'stone on ends and 14 inches underneath) 33 x 10.8 x 2 39.25 x 10.8 x Z 52 x 10.8 x 2 $8 X 10.8 X 2 [NOTE:4'stone is not recommendeed,more infiltrator units are recommended] Infiltrator 3050's 5(331 GPD) 7(448 GPD) [NOTE: 6 9(557 GPD) [NOTE:8 11 (665 GPD)[NOTE: 10 Infiltrators 3050's(with 2 ft.stone surrounding SAS) are not enough,only 399 are not enough,only 515 are not enough,only 631 34''x 8.2 x 2 . GPD capacity] GPD capacity]p ty) GPD capacity] 47x8.2x2 590.2x2 71x8.2x2 Infiltrators 3050's with 3 ft.stone surrounding SAS) 4{(345 GPD) 6(445 GPD) 7 (550GPD) 10 (660GPD) 30x10.2x2 39.5x10.2x2 49.5x10.2x2 60x10.2x2 Infiltrators 3050's(with 4 ft.stone surrounding S.A.S.) 3(335 GPD) 5 (443 GPD) 6 (551 GPD) 8 (665 GPD) [NOTE: 4'stone is not recommended,more infiltrator units 25 x 12.2 x 2 34 x 12.2 x 2 43 x 12.2 x 2 52.5 x 12.2 x 2 are recommended] 500 Gallon Chambers 4 (395 GPD) 5 (477 GPD) 6 (S6o GPD) 8 (724 GPD) 500 Gallon Chambers/Drywells(with 2'Stone) 31 x 9.1 x 2 46.5 x 9.1 x 2 55 x 9.1 x 2 72 x 9.1 x 2 500 Gallon Chambers/Drywells(with 3'stone on sides&ends) 3 (384 GPDI) 4 (477 GPD) 5 (574 GPD) 6(669 GPD) 31.5x11.1x2 40x11.1x2 48.5x11.1x2 57x11.1x2 500 Gallon Chambers/Drywells(with 4'stone on-sides&ends) 2(355 GPD) 3(462 GPD) 4 (570 GPD)[NOTE:4'stone is NOT RECOMMENDED,more chambers are recommended] 25 x 13.1 x 2 33.5 x 13.1 x 2 42 x 13.1 x 2 5(677 GPD) 50.5 x GP 2 Flow Diffusors(with 2'stone surrounding SAS and 12"deep 4(343 GPD) 6(485•GPD) 7 (556 GPD) 9 698 G stone on bottom) 36 x 8 x 2 52 x.8 x 2 GPD) 60 x 8 x 2 6(698 Flow Diffusors(with 3'stone surrounding SAS and 12"deep 3 (340 GPD) 5 (506 GPD) 6(589 GPD) 7 (671 GPD) stone on bottom) 30 x 10 x 2 46 x 10 x 2 54x10x2 62x 10x2 Leaching Trench 60' X 4'X 2' or(2) 80' X 4' X 2' or(2) (2) 48' X 4' X 2' or (2) 57' X 4' X 2' or 30' X 4' X 2' 40 X 4'.X 2' (4)24' X 4' X 2' (4)28' X 4' X 2' Leaching Field 446 S.F. (330GPD) I 595 S.F. 1 743 S.F. 892 S.F. ALL MINIMUM S.A.S.SIZE REQUIREMENTS LISTED ABOVE ARE BASED UPON THREE ASSUIYIPTIONS (1) No garbage grinder,(2)Class I Soil(0.74 GPD/S.F.),(3)No wetlands within 250 feet of S.A.S.and groundwater is greater than 14'below SAS 1:CHARTITV . i tel.(508)362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 t1 down cope i engineering; inc structural design civil engineers &land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land court June 28; 2010 surveys Andrew R.Garulay,R.L.A. � . Barnstable Board of Health 200 Main Street site planning Hyannis, MA 02601 I sewage system Re: 80 Cross Street, Cotult designs Dear Board Members: k inspections The enclosed represents a variance filing for the upgrading of an existing 4 bedroom Title 5 septic system in tandem with}new construction (expansion of habitable space) permits at the above-referenced location. The house is assessed as a 4 bedroom and is utilized as a 4 bedroom. There will be no increase in the number of bedrooms. Floor plans are enclosed for review. landscape I architecture The proposed work includes expansion of an existing bedroom by 4', a proposed porch over a crawlspace, expansion bf a bathroom and proposed storage space. The septic system design will remain at 4 bedrooms. The existing leaching pit, located 79I, off the Bordering Vegetated Wetland (flagged � g ( gg by Hamlyn Consulting), will be removed/filled in, with a new gravelless leaching facility proposed at 94' off the BVW. It-is proposed at 6.7' above the bottom of TH 2, where no groundwater was encountered. Variances requested under Barnstable Board of Health q � ea th Regulations: i Art I: Section 360-1: Leaching facility to be 61' to the Coastal Bank(39' variance) and 94' to Bordering Vegetated Wetland (6' variance); septic tank to be 54.5' to Coastal Bank (45.5' variance) and 86' to BVW (14' variance) . Variance requested under Maximum Feasible Compliance5 ri 1 .405. lb: reduction in setback, leaching facility to (crawlspace) foundation(20' to 10'). The system is designed to be as far as reasonably possible from the resource areas, as flagged by Hamlyn Consulting: During the design process, the topography, hardscape, utilities and dwelling location were!taken into consideration. Due to the fact that flow is not increasing, it is treated as an upgrade under"Maximum Feasible Compliance" whereby full compliance is not feasible in regard to-setback to the crawlspace with trying to maintain maximum distances under local regulations. A liner is proposed as mitigation. R We feel that by granting these variances, the same degree of environmental protection can be attained without the need for strict adherence to the Title 5 and Town of Barnstable Regulations. Ve truly yours, ante . jala, PE, P L S Down Cape Engineering, Inc. cc: NM Ausiello, c/o Peter Pometti Architect tel. 508 362-4541 939 main street rt 6a fax(508)362-9880 yarmouth port mass 02675 down cope eogineeiing, iac. structural design civil engineers &land surveyors Daniel A.Ojala,P.E.,P.L.S. Arne H.Ojala P.E.,P.L.S. Timothy H.Covell,P.L.S. land surve co sort June 28, 201 O Andrew R.Garulay,R.L.A. Y Dear Abutter: site planning A public hearing has been scheduled for the Barnstable Board of Health to take action on a request for variances from Town of Barnstable Regulations for the subsurface sewage system designs f disposal of sewage for the prop Y osed Title 5 septic system at 80 Cross Street, Cotuit. The variances requested are as follows: inspections Variances requested under Barnstable Board of Health Regulations: Art I. Section 360-1: beaching facility to be 61' to the Coastal Bank(39' variance) permits and 94' to Bordering Vegetated Wetland (6' variance); septic tank to be 54.5' to Coastal Bank(45.5' variance) and 86' to BVW (14' variance) . landscape architecture Variance requested under Maximum Feasible Compliance 15.405: lb: reduction in setback, leaching facility to (crawlspace) foundation. Said hearing will be held in the Hearing Room, South Street, Hyannis July 13, 2010 at 3:00 pm. Plans and the application describing the proposed activity are on file at the Board of Health office, 200 Main Street, Hyannis. It is recommended to check with the Health Department to confirm date and time if you are interested in attending. Sincerely, Sarah B. Ojala Down Cape Engineering, Inc. cc: Abutters file Barnstable Board of Health barnboh V TR- A DNS, NO,. APPLICANT- -7-> ��,�AS+1� 6-0.—o ADDRESS: � E3o CU SS. �t � DESIGN]FLOW: 440 gpd REVIEWED BY: DATE: ` {...y... ..�..T.......: :.... N/A OK NO i .:. .....:.. . ...f �'1. ...,+, . .;� ,� _.>.a4 .... r;is, rc.;.,a� .�t'...,-�i. �'.24� 4A1 .r_:q; Legal boundaries denoted [310 CNLR 15.220(4)(a)] 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)] 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 CNM 15.220(4)(f ] V101 , daily flow septic tank capacity(required and provided) soil absorption system (required and provided) whether system designed for garbage grinder North arrow [310 CMR 15.220(4)(g)] Existing and proposed contours [310 CMR 15.220(4)(g)] Location and log of deep observation holes (existing grade el. on each test) [310 CMR 15.220(4)(h)] Names of soil evaluator and BOH representative [310 CMR 15.220(4)(h) and (0] Location and date of percolation tests (perfo\nned at proper �,- elevation?) [310 CMR 15.220(4)(1)] Percolation test results match loading rate? [316 CMR 15.2421 , Certification statement by Soil.Evaluator [310 CMR 15.220(4)0)] Observed and Adjusted groundwater (method for adjustment given or indicated) [310 CMR 15.103(3) and 310 CMR 15.220(4)(n)] Address Sheet 1 of 7 t ; N/A Ox NO Location of every water supply, public and private, [310 CMR 15.220(4)(k)] within 400 feet of the proposed system location in the case � of surface water supplies and gravel packed public water supply 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 _ Location 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 F310 CMR 15.220(4)(m)] (if water line cross see 310 CMR 15.211(1)[11) Profile of system showing invert elevations of all system components and the bottom of the SAS [310 CMR15.220(4)(o)] Stamp of designer [310 CMR 15.220(1) and 310 CMR 15.220(2)] Stamp of Registered Land Surveyor (required if construction ✓'r 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 approved 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)(q)] 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)] Sheet 2 of 7 -Address F 54 N/A OK NO 1'ryyg�."y6p f':ii4r.. Size OK? [310 MIR 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 15227(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) [3 10 CMR 15.2228(1) and 310 CMR 15.232(3)(f)] Three access covers (inlet and outlet must be 20" or greater) - middle access at least 8" (by 7/07) [310 CMR _5.228(2)] Access to within 6 " of grade - one port for systems<1000gpd, two for systems>1000 gpd [310 CMR 15.228(2)] All at-grade covers secured to unauthorized access? [310 CMR S o 15.228(2)] ✓ > 10 ft from building foundation [310 CMR 15.211(1)] Buoyancy calculation Required/Done [310 Ch7R 15.221(8)] H-20 Where appropriate? [310 CMR 15.226(3)] Setbacks from resources [310 CMR 15.211] Required when other than single-family dwelling or flow>1000 gpd [310 CMR 15.223(1)(b)] First compartment 200% daily flow; Second compartment 100% daily flow [310 CMR 15.224(2) and(3)] "U" pipe through or over baffle, outlet of each compartment with gas baffle or approved filter [310 CMR 15.224(4)] Address Sheet 3 of 7 r I�'sd/C,A OK NO r ' Located at least ten feet from any water line? [310 CMM 15.222(2)] Disposal piping at least 18" below water line (when water and sewer cross, see 310 CDIM 15.211(1)[1]) Cleanouts required/provided? [310 CMR 15.222(8)] Thrust blocks specified in force mains? 310 CIVLR 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 CNM 15252(2)(c)] Siphon problem/ (leachfield below pump chamber) Endcaps or vent manifold specified? Size and orientation of discharge holes specified? (not smaller / than 3/8" not larger than 5/8") [310 CMR 15.251(8) and 310 J CMR 15.252(2)(h)] Materials specified (310 CMR 15.251(5) specifies various pipe types allowed) Stable compacted base [310 CMM 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 CMM 15.323(3)(a)] Riser if deeper than 9" [310 CMR 15.232(3)(f)] Inside minimum dimension 12" [310 CMR 15232(2)(b)] Minimum sump 6" [310 CN M15.232(3)(e)] Watertight cover if<2000gpd); waterproof manhole if>2000gpd [310 CMR 15.232(3)(d)] �`�v-v l�?1C1•�1;. a�::.�.11A�J�r_�•,�` � rt•tlri ley.. ass e J�: �4 �1Pt 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 [310 CMR 15.231(5)] Service components accessible (not too deep with piping, disconnects accessible) Alarm floats - alarm on circuit separate from pumps specified? Exceeds t\uo units must have two pumps operating in lead-lag mode. [310 CMR 15.231(6) and(8)] Stable Compacted Base [310 CMR 15.221(2)] Buoyancy calculations needed ? Provided? [310 CMR 15.221(8)] Address Sheet 4 of 7 i + � w N/A OK NO 'dI ,AI3S0WWS,NMW( }i ) I�1�[ ltY� 4'� Calculations correct? 4 feet of naturally occun-mig material demonstrated? [310 CMR / 15.240(1)] { Required separation to groundwater? [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 15.2411 Inspection parts 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(l)[4] and r Guidance �Document] {Y I j h' Chambers and Gal. in trench configuration supplied with inlet every 20 ft. [310 CMR 15.253(6)] i. Each structure with one inspection manhole (if,>2000 gpd must be to grade) [310 CMR 15.253(2)] i Aggregate I'minimum- 4' maximum. [310 CMR 15.253(1)(b)] 2' sidewall credit maximum [310 CMR 15.253j(1)(a)] In bed configuration, inlet every 40 sq. ft. [310 CMR 15.253(6)] 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] BJA (FIaB�aan sz� fe aef50®® gpc�) i minimum 2 distribution lines [310 CMR 15.252(2)(a)] K Maximum separation between lines 6' [310 CM R15.252(2)(d)] Maximum separation between lines and outside of bed 4' [310 CMR 15.252(2)(e)] Aggregate depth below discharge pipes 6"mim imum, 1211 maximum. [310 CMR 15.252(2)(g)] ' Separation between beds 10'is iiih-num. [310 CMR 15.252(2)(f)] jz Bottom'area used in calculations only[310 CMR 15.252(2)(i)] r r i Address Sheet 5 of 7 l d/A OK NO Pressure Dosed System ? Provided pump and piping calculations as required [310 CMR 15.220(4)(1)] Pressure dosing required on all systems>2000gpd or alternative systems under remedial approval [310 CMR 15.254(2) and UA Remedial Use Approvals] If used in gravelless system-make sure]et is directed as not to scour soil interface [Guidance Document] Inspections once per year (systems<2000 gpd) or quarterly r { (>2000gpd) good to note on plan [310 CMR 15.254(2)(d)] Construction in ill -Did the plan specify that the fill shall meet the specification of 310 CMR 15.255(3)? Impervious banter and/or retaining wall ? [Guidance Document] Impervious barrier installation must be supervised by designer [310 CUR 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 CUR 15.255(2)] Breakout requirements met? [310 CUR 15.252(2.) and GuidZce Document] least 5 :t. from impervious barrier to edge of SAS (10 ft. recommended) [310 CUR 15.255 (2)(e)] T,a�ale°ss"»�S�j�stetpa (I% i of e tees ,, �. x Check DEP Approval letters for credits and design conditions If used with pressure dosing do not allow pressure discharge to scour soil interface 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 Approval Conditions? Is there a note on the plan regarding the requirement for perpetual maintenance agreement? Any alarms involved on separate circuits Did the applicant submit an operation and maintenance manual? Has applicant submitted a copy of a maintenance Are the variances listed on the plan? [:10 CMR 15.220 RLS Stamp necessary on plan if a component is within five feet of property line [310 CMR 15.412(4)] New construction or increased flow proposed- [Refer to 310 CMR 15.414] Address Sheet 6 of 7 • i t N/A OIL NO Is the system in a Designated Nitrogen Sensitive Area(Zone H for a public supply well)? [310 CMR 15.214, 310 CMR 15.215 and 310 CMa 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 15.214(2)] Are the nitrogen loads proposed in compliance? [310 CMR 15.216(t)] ,,�i' dSC'G' ®FdS of u°i ' _ ,. � .kL ate9rL# i "? ,. , �Ni:r •r�& a kis ? Pumping to septic tank ?_ [ 310 CMR 15229] Shared System [310 CMR 15.2901 j r 1 t f . i . . . ti + i Address Sheet 7 of 7 Town of Barnstable Geographic Information System June 25, 2010 034045001 034058 #69 #1160 034049 ft7 #�.20 D34045 :::::.::::::.:..:..••:...::.::: #71 034048LU <F128 Q 034060 y' #131 LU - 034047 2 #134 Q U O 033031 - - -- =-: *1 3 03 014 - #20 30_8 =' 0 3 0_ - 9 , : -#14 3 142 - - - -- -- - - 033032- 0 #10 t 0 }i - k C'30ss ST 033011 '4 a' #164 - a - VJJVZV - D33D1 D #172 033009001 033016 #175 DISCLAIMERS:This ma s for planning purposes only. It is not adequate for legal Map:033 Parcel:029 Board of Health Q N p i s Selected Parcel boundary determination or regulatory interpretation. Enlargements beyond a scale of Abutter List Type-Direct abutters(no set distance)and the properties located AA 1"=100'may not meet established map accuracy standards. The parcel lines on this map Abutters 'pE are only graphic representations of Assessor's tax parcels. They are not true property across the street. - boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer ,•+j/ 'r.� AbutterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): '033029' Direct abutters (no set distance) and the properties located across the street. Total Count: 4 ( J Close Map&Parcel Ownerl 0wner2 Addressl Address 2 Mailing Country Deed CityStateZip 033015 HIRSCH,STEVEN E C/O HIRSCH 100 CONIFER HILL DANVERS, MA 23506/228 CONSTRUCTION DR, SUITE 306 01923 033026 REID, SUZANNE S PO BOX 1450 COTUIT, MA USA 17189/316 02635 033029 AUSIELLO, DENNIS 38 BRADFORD RD WELLESLEY, MA USA 10507/288 A&SUSAN J 02181 033030 HIRSCH,STEVEN E C/O HIRSCH 100 CONIFER HILL DANVERS, MA 9430/318 CONSTRUCTION DR-SUITE 306 01923 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 6/25/2010. http://66.203.95.23.6/arcims/appgeoapp/AbutterReport.aspx?type=BOH 6/25/2010 1 ao 26 ao w; I I �G/OVE DDDn I Ire�i v I �I STORAGE A `1 _1 it I II€ I j exlsln,e Exl�nws -vN i C I I DINING RM. BEDROOM#1 C I I Y I I U) I I I 1 ' EASTYIG I��EE:allls9lTwwr:, E%191IIIIIIIII TPiG O FlAT G EMC, I1II11IIIILIIIIIIIII IIIIIIIIIIIIIII1II11 �-ExDeAlTwY:E OR",,JJ111I1IIIIIIIIIIII1I III1I11I1IIIIIIIII �' jIIIIIIIIIIIIIIIIII IIII Fi III1IEC nO C�uo e.I�B,;lna e v-AQ•„—D, II_ D PORCH C.)O GARAGE 4m- LJ CLOS MUD/ENTRY •II FAMILY 40M ® D+ • 1. Ii BATH ENTRY HALLWAY KITCHENI c1.L u ovq1 TI TH LAV L LL LL- BDROOM#2 LIVING RM. _Ile C _�. CD BLUESTONE RAISED PATIO - CU. m _ L LPATIORCH - FIRST-F20OR PLAN SCHEME4-E UTZ-I'-D' 02/D2/10 •-El y _ � s / ---- -- o N y c I A m Om mg m;.+ I u+m �p J o 0 - , z O O n m D� x I O \\ D \ ��T cn I (. I •� 1 I 13 io I I I - I I I I O I O I � I I � I r - za o• I D I Z I I I I I I I I I I I I i I I • I I I I I �• I I I I m I I I I o.. m ------J I J I I I I i I I I I I I I I 5 I I I I ' I I I i 1 I I I I I I . I ---------------—-J L---------- - -------------1 I` I y + PD`F Created with deskPDF PDF Writer- Trial :: http://www.docudesk.com e4lt'. TOWN OF BARNSTABLE c� LOCATION SEWAGE , 9457�- � VILLAGE ASSESSOR'S MAP & LOTQY- L INSTALLER'S NAME & PHONE NO. 04/�F SEPTIC TANK CAPACITY 1000 n sQA y-,,-, LEACHING FACILITY'Atype) � Y'T +y (size) 5>--7 i L-r^l rolV,5 NO. OF BEDROOMS PRIVATE WELL OR�PUBEIC A R'� BUILDER OR OWNER DATE PERMIT ISSUED: DATE COMPLIANCE ISSUED: VARIANCE GRANTED: Yes No �`f E O U s / �cb>41 j"v�, - . Mg4- 033 o....1- fi � ��s Lo � 4 FE..'3 N �.. .. �`.. . THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiou for Dhjip ual Mirlw Tinuitrur#iun runtit Application is hereby made for a Permit to Cor Aruct ( ) or Repair ( an Individual Sewage Disposal System at: g"© C'r` SS _S+, CX .........................................` ....................................!_............................... ............................. � P Location-Address or Lot No. .......... ............................ own A d`�A f �S-o`t1G°w.-.5--..:-. c S. l .�... In vstaller Ye77' Q 7 Address Type of Building 7 Size Lot............................Sq. feet V Dwelling— No. of Bedrooms---------------3------------------------Expansion Attic ( ) Garbage Grinder ( ) aOther—Type of Building ............................ No. of persons.........................--. Showers ( ) — Cafeteria ( ) Q' Other fixtures ----------------------------------------------------------------------------------------- W Design Flow--------------------------------------------gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity----.......gallons Length................ Width................ Diameter._-----------_- Depth................ x Disposal Trench—No. .................... Width.................... Total Length.................... Total leaching area....................sq. ft. 3 Seepage Pit No..................... Diameter.................... Depth below inlet.................... Total leaching area..................sq. ft. Z Other Distribution box ( ) Dosing tank ( ) Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. I................minutes per inch Depth of Test Pit...----------------- Depth to ground water........................ t% Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.--..................... 9 ----••-•---•---------------------•---- ---------------------•---•---•--------------......_-----------------------•-••.....--••------••--...............-•--- xDescription of Soil....... ,0�[----------------------------------------------------------- ---------------------------------------- ---------------•----•--• -•------•---•• . ------------------•-•--•----•----•--. -----------------•---•-•--•------ --- . ------•----•----- U , ?�` ---------------lam_------ W --------------------------------------------------------------------------------------- ----- i--Ov�• � �u - ---- - -- - --- -- - U Nature of Repairs or Alterations—Answer whe applicable.-.� .5------k......_.' Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until Certific of Com nce has been issued by the boa of health. 0 p Sig ..... .^ . .................... ..'... � � 3..�.�..0.�l.S�- Application.Approved By ........ ----164��4�- ...�aQ..�. . � Date Application Disapproved for the following reasons: .... .................................................................................... . .................. .----. ---------- ----------------- ------------------------------------------------------ ------------------------ ----- -------------------....---......----------------------------- ....3...-- �b.7�S_ �1 Date Permit No. :----------7 S_' 3 Issued .......J... ��P� -?5................... Date E A 0 No.... ..S .....�-� Lot �. Fr�s............... ' , _. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Apphration for Divi-pw3al Work,i Totuitrortioo Virmit Application is hereby made for a Permit to Cot st uct ( ) or Repair,System at: , ( an Individual Sewage Disposal `�' S� S+• x..�...�. l T .• .._: C , �' � ................. -•-- -------------- --�----•-.--•----t---N o.- .....--- -•-----------••---.....---- Location \ddnss \ rLo ... = � � --- -S........ o . ............................... W CI.1`!`1_� ��o�'c •( E-�cc r� ��5. Y`1"iG°.n. S� `,.!�S__►'.)_.. u'' 3 Installer s� t Address Type of Building 0 Size Lot............................Sq. feet Dwelling— No. of Bedrooms-------------- ----• -----_ -•—~Expansion Attic ( ) Garbage Grinder ( ) Other—Type of Building a--W "No. of persons____________________________ Showers ( ) — Cafeteria ( ) Otherfixtures ---------------------------------------------------------------------------------------.{----------------------------------••-----•-------__---------- W Design Flow............................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity....__-.___gallons Length_____ ______-____ Width________________ Diameter_..-.-.._.__.-_. Depth___..__..__... x Disposal Trench—No. .................... Width.................... Total Length.------------------- leaching area....................sq. ft. Seepage Pit No________ ____________ Diameter-____-____-_---_-_ Depth below inlet.................... Total leaching area..................sq. ft. Z- Other Distribution box ( ) Dosing tank ( ). ~' Percolation Test Results Performed by-------- ........................................................... -•--- Date........................................ Test Pit No. 1________________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.-____.....___..__..._.- --- --------- --------------•-----•-------•-------------------------------•-----------•.�......•..................... -------------------- ODescription of Soil....... ........................................................... ----- •---......••-•----•----• ...•- x ......-•------ --------- ----------------•-------'J -• ----------- -- ._ !=.i�d YOG V Nature of Repairs or Alterations Answer when applicable._-`�'� ....._._.. .._._. Agreement: J The undersigned agrees to install the aforedescribed Individual.Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the system in operation until Certifica of Com�rlince has been issued by the boa of health. ,-- - 1. O <" Signed �_ -....----. --------------------------------------------------- ���-p_" .. Application.Approved BY ------- �f'G'4. / "' ... - L` �---------------------------------- ---. r��...�.1..��.. /� Date Application Disapproved for the following reafonr- ------------------------------ -----------............................................. --.------------------- .....- .---.... - -................ ........_------__------------------------------------------------------------------ --3 -0` ---- nn � Date Permit No. - 7-5------�-----`----`r------- -------- Issued ...... �.-^., `..©..� 5�- .y Dare THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE TErtifiratE of Tomplianre T IS IS TO CERTIFY, Thl the I ividual Sewa e Dispo - a al System,constructed ( ) or Repaired ( ) .-V lnsrallrr �. _ .� 1 at ......... a ...._.... ..--_0 ------.------------�� ---- ._. A—* ....` -4 � �� '------ ------...... has been installed in accordance with the provisions of TITI,E 5 of The State Environmental Code as described fin, the application for Disposal Works Construction Permit No. ff �rt _. ....17 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.. `. -_ �+.------------------- Inspect ... ���� '�'� ` _- -----------_--- ---_-__------___.----_-_ --- __ - ----- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �� N TOWN OF BARNSTABLE _3 No......................... FEE........................ �� Permission is hereby granted--• � -�------------------------------------•-----............ to Construct ( ) or Repair lr4A an Individual Sewage Disposal System �4 at No. ----- .. ..... e j --- ----- � Dated..__ Street nS © p as shown on the application for Disposal Works Construction-ermi �� t _ __ c �pp Board of Health DATE- . ---•-._C2.7. FORM 36508 HOBBS 6 WARREN.INC..PUBLISHERS No.---................... Co FRic.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Appliratiou for Dh3puiial Work.6 Towitrurtion romit Application is hereby made for a Permit to Collst-,-uct or Repair X an Individual Sewage Disposal System a ----4V Loca ............. . .... .... or Lot No. ---- ------ ..................... ...................... .liiw M's -illa-0.................. -------------- --------------------------------------------------------- .................... ............... ........... ' C� , ....S.'aInstaller .................................... Address Type of Building Size Lot............................Sq. feet Attic —No. of Bedrooms--------- ------------ �Sion Dwelling j------------ E Att' Garbage Grinder a Other—Type of Building ---------------------------- No. ----------%5-------------- Showers Cafeteria Other fixtu S ---------------------- ---------- ------------------------------------------------------------------- - < ----_........_........__gallons. Design Flow............ _----..-_---______-gallons per person per day. Total daily flow_._--.--. . .......................g 1:4 Septic Tank—Liquid capacity------------gallons Length________________ Width-..___.___-.-.__ Diameter..........___.__ Depth..__.__......... Disposal Trench—No_ ...........--------- Width.._..__...____..__.. Total Length....____..._...._._. Total leaching area....................sq. ft. Seepage Pit No..................... Diameter._......._...._..._. Depth below inlet___.___......._._._. Total leaching area..................sq. f t. Z Other Distribution box PI() Dosing tank ( ) 1.4 0-4 Percolation Test Results Performed by....... .................................................................. Date........................................ Test Pit No. I----------------minutesperinch Depth of Test Pit-___.________-_-____ Depth to ground water...__...__...._._.___... rX4 Test Pit No. 2................minutes per inch Depth of Test Pit--.__----_____-----. Depth to ground water._.___..._......._.__._. 1:4 ................................................................................................................................ ------------------ 0 Description of Soil.......................................................................................................................................................................... U ....................................................................................................................................................................................................... ..................................................... ---------------------------------------------------- ---- --------- -------------------------------- Nature of Re Alt ations—Answer when.applicable U Vy' "Ons . .. ................. ............�/.al. 4YVa ........ ............ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigped further agrees not to place the system in operation until a Certificate of Co�m�plia e a��&65 It h. Signed ........ n ............. .... . ... ... ........... ----- . ......... ----------------------- .....-0 .... .... a. Dace ------------------ ........................................ ...................... Application,Approved By ----------------------- -------------------------------------------------------------------------------------- .................. D Application,Disapproved for the following reasons: ........................................................................................................................................ ---------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------------- ........................................ Dace PermitNo- -------------------------------------------------------------------- Issued -------------------------------------------------------------------- Date --------------------------------------------------- ----------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Cortifirate of Compliance THIS IS TO CERTIFY, hat the jndividu4i Sewa e Dix stem constructed or Repaired�A ) 7 by ---------------------------___-------------------------- ..... ..... -----I................................................................................... _'I.— at ---------------------------------------------------------- . ------ 06:tU.71---------------------------------------------------------------------------------------- has been installed in accordance with the provisions of TITLE 5 of The State Environmental Code as described in the application for Disposal Works Construction Permit No. ................................................ dated ..-----...................................... THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE.................................. ................................................------------- Inspector -------------------------------------------------------------------------------------------------- --------------------------------------------------------- --------------- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No------------------------- FEE........................ joilipall lunrkg Ton tr ion famit Permission is hereby granted........ . ... I.. ............... ..... .. .. ............................................................................. �n -_ - System to Construct or Re anj IvidualiSe.,wage,, i p Sal System p age iip at No.. ". .. ............ ---------.............................................................................. ....................... e_ Street as shown on the application for Disposal Works Construction Permit. No_____________________ Dated_.__..._....__...__......._._.._.._........ ......................................................................................................... Board of Health DATE................................................................................ FORM 36506 HOBBS&WARREN.INC..PUBLISHERS NO.•••-••••••......_..... '`=� �7�'. l _ F�$.............................. l THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE Apli iration for Di!ivasal Worlw Ton,itrnrtion Prrmit . Application is hereby made for a Permit to Construct ( ) or Repair an Individual�l Sewage Disposal System at F ............. Locati ln-���IIddryy�ss +' �`; �+ / ......... ...._.-•. =-( —.._-J."'!.Ir 1�'..,f-1 1 4 f ..... ---•----- �1� A J or lot No. / O«ncr .....................Co nd�(1 ��/� r a +' � C� •--•-------- � �= = � �1 •/�(���C� F'f'G�s s i In rst ller ; '' $S' Address UType of Building Size, Lot............................Sq. feet 'Dwelling,.— No. of Bedroon`is._______'>y ______________________--___Expansion Attic ( ) Garbage Grinder ( ) p, Other—Type of Building _. __ti____ ___________- No. of p-ersaF s____----- -15�------------ Showers ( ) — Cafeteria ( ) Othet fixtuies ----:------ -----------`-) n W Design Flow................S. ---------------------gallons per person per.day. Total daily flow----------_ -----------,......gallons. WSeptic Tank—Liquid capacity__.__--____gallons Length------------ Width................ Diameter......---------- Depth............... x Disposal Trench—No. .................... Width.................... Total Length...._----------:...;Total leaching area....................sq. ft. - Seepage Pit No........... .......... Diameter--------_....___- Depth_,below inlet..r...!_.__._.__J-Total leaching area..................sq.-ft. z Other Distribution box ( Dosing tank ( ) Z • , r - , Percolation Test Results Performed by.......................................................................... Date........................................ Test Pit No. 1................mmutes 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........................ Hy DDescription of Soil....................................................................................................................... <ri x r� •••-----------------------------------------------------------------------------•--....._•--._.....--------- ` ................................ -V y Nature of Reparsfor Alterations—Answer when applicable.___ .--__, 1'� (�1( a ............ f- r �4 :t�v__� .._ c�.................. _ -------- �1-r�7 _� sZ __ ..e c-� - ...._ ,rt Agreement: 0 The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TITLE 5 of the State Environmental Code—The undersigned further agrees not to place the il a-C : of pliance has_b eissu�edxbyxthe b and of hea'Ith. system In•operation unte�,ic te Com Sig� I�-''..r.-�`��.,. .:�.!'�..� ............. J.'�................ . /// - � Dare Application Approved BY- ---------------- ---------------- ------------------------------ .........—....---'-`------------------------...............------ ---------------------------------------- Dace Application.Disapproved for the following reasons: --_----------------"............. .......... ................... .:,..._..................-------------------------------- -------.............................:.................. . .... ........ ............. ....................................... ............._ -------------- ' Dace ,Pe' rmit No. . ........................................ ...... Issued .. ....._................... . ............. . t Dace THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE T THIS IS TO CERTIFY, That the I-ndiviLal Selaee Disp�osalfSystem const> ctedµ( 'j or Repaired ( f ) by ------- ... .... . C ..... 7 at ......................................................... K------E 1 ._! ��"' .. L ------------------_-------------------------------------------------------.t has been installed in accordance with the provisions of TITLE E �,�of The State�Environmental,Code as described,in . the application for Disposal Works Construction Permit No ...-�.e*t.. ----------.-............. dated � "...`...��- ..""" s� THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. , DATE.. ...., o,.--"....... � . ----- Inspector'"+ � ..�...... ..... •''.. ' : ........ THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH TOWN OF BARNSTABLE No......................... FEE........................ y '�.._�ion f rrn it - Permisston is hereby �n d>ao� � Ii r i,-�----------------------------------'-------•----.._..---•-----..._.._.... g 4 / r s. to Construct ( ) or Repair ( t) an Individual Sewage(Disposal System at No ---------- A Street as shown on the application for Disposal Works Construction Permit No--------------------- Dated-------------.............................. •----------------•------------------••----------------..-_.-.....-----------------------------•---•--•-- f Board.,of Health DATE--------------------•-----------•--•----------._._._.._._._...---•-•--••---- . ,. FORM 36508 HOBBS&WARREN•INC..PUBLISHERS w _ 1.0C_QT._LO l�l � SEW o,_C;E_P _ .RMIT 1�1�0. LN_S�AL-l_-E R-S-►J-�,.Nl-E-��--A D D R E S-S DATE PE.R.tv�1T-1_SSUED- "A4 -- C / 40, a No.....A6....... THE COMMONWEALTH OF MASSACHUSETTS J f BOARD OF HEALTH q0 ,40ratillit fur Di,>ipuiitt1 Workii Cnonstrurtion Vautit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at ddress -- .... /7r_----� GL6/ •.............. h ............................... ®® W s / _ caner �gddress Installer Address �� t Q Type of Building Size Lot.../... ..........d .....�...Sq. feet U Dwellin gX No. of Bedrooms............................................Expansion Attic (A/o) Garbage Grinder ( ) pi Other—Type of Building ............................ No. of persons...........--............... Showers ( ) — Cafeteria ( ) Other fixtures W Design Flow..................... ... ..................gallons per person per day. Total daily flow----------------..----4-k' --Wi7�l n/� Septic Tank—Liquid capacityj4 0q _gallons Length---------------- Width................ Diameter----- ...._.Depth__.--.-__...... xDisposal Trench—No. .................... Width.................... Total Length......_.------_----- Total leaching area--------------------sq. ft. Seepage Pit No.........P.------- Diameter....6XF... Depth below inlet.................... Total leaching area----._-.----------sq. ft. z Other Distribution box ()() Dosing tank ( ) Percolation Test Results Performed by----------- .............................................................. Date----•---------------------------------- a Test Pit No. 1..............:.minutes per inch Depth of "Pest Pit.................... Depth to ground water.........-......-....._- (� Test Pit No. 2................minutes per inch Depth of Test Pit-------------------- Depth to ground water........._-_....._..._. ----=-----------------------------------------------------------------------------------------•--••....................................................... 0 Description of Soil...--_ x r... . � -------- s v d------- �- ��---------------------------------•-------------------------•-•----------------------------Y-------------------�-=.�.-.................----- ------ W x v Nature of Repairs or Alterations—Answer when applicable...--.......................................................................................... ---------------------------------------------------------------------------------------------------------------------------------------------------------------- ------------------------------------- Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with r - 'tlie provisions of Article NI of the State Sanitary Code—The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued b the card eal Signed-------__�.. / --•-•.. .......................• ------------------------- Date ,- Application Approved By.....--__. -.�_..��CL�I__-___-•_-____ _ _ 9 . Date Application Disapproved for the following reasons------------------------••------•---•----------------------------•---•-••-------------------•---•-•-•------•---- - ------ -------------------- Date Permit No......... Issued. . Date No...... ........ .............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �iJ.f/.GU ...._..........OF......................................� °it k,S%�frL ....:......................................... Alipfiration fur Uifipoiial Workii Tottitrurtion Vrrniit Application is hereby made for a Permit to Construct ( ) or Repair ( ) an Individual Sewage Disposal System at: a -- ----•- -------- •---- ................................................ �. o ation- ddress w or Lo ---••----•••......---••--•........ -•-•-----••---•-•-•---•-••----....._ ............. _ ,-� -- --•---•--•----•---•--•----------•------• -----------------------10----------------------------------- Installer Address f?, Of 4 Q Type of Building Size Lot............................Sq. feet U Dwelling No. of Bedrooms_______ __________________________.-__-Expansion Attic (Ala) Garbage Grinder ( ) Other—Type of Building ____________________________-No. of persons.--------------------------- Showers ( ) — Cafeteria ( ) j Other-fixtuxes Design Flow---" -Yr w g _____________----------------------------------------------------- . _gallons per person per day. Total daily flow--------------- _ ` q!W Septic "I;,tnk Liquid capacity.'�?_. __.gallons Length---------------- Width......._....... Diameter_.._ . ..__._ Depth---------- Disposal Trench--No- ____________________ Width-------------------- Total Length.................... Total leaching area--------------------sq. ft. Seepage Pit No.........Pm.........Diameter----6X?... Depth below inlet.................... Total leaching area------------------sq. ft. Z Other Distribution box ( ',�) Dosing tank ( ) aPercolation Test Results Performed by........................................................... ... Date................................... a Test Pit No. I................minutes per inch Depth of "lest Pit.................... Depth to ground water...__-----_--.-..-.-.._. GZ-, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water.........-----------.__. -------------------- Description of Soil-----_ . __ _ me.___µ ------------ ----------__ Ai w U Nature of Repairs or Alterations—Answer when applicable.......:........................................................................................ -----•---------------------•----------------------------------------------------------.----------•--•--•--------------- ---------.----------•-•------------------------•-------••------------------•--.. Agreement: The undersigned agrees to install the' aforedescribed Individual"Sewage Disposal System in accordance with the provisions of Article XI of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been is ued th card al Signed........ ..... ---------------- ------------ -------------------- ,-,� w7 Date Application Approved BY ... -' 1 f=.f =`'`-•--- �-- -�-- Date �� ------ ..... Application Disapproved for the``f ollowing reasons----------------•----------------•------------•-•-------•------------------------------------•------------------- ---••••••---•----.....---•--------••------•--•-=--------•------•-----------------------•---•---•-•-••--•------------------•--------------------------------------------------------- ................. Date Permit No......... .... Issued. ----- Date THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH .......................................... .........................:............................. Trdifirate of Tomplinurr THIS IS TO CERTIFY, That the Individual Sewage Disposal System constructed ( ) or Repaired ( ) by..................�rll�� - - t' /� .= r--r �' C = '/ a Installer -------------------------- .........------------------------..........-----•--------•---------------.................................---......... has been installed in accordance with the provisions of Article XI of The State Sanitary Code as described in the application for Disposal Works Construction Permit. No--------- ______________________ dated-----.-=.•.'�.: �*�"'`' 7 -3 THE ISSUANCE OF THIS CERTIFICATE SHALL NOT BE CONSTRUE® AS A GUARANTEE THAT THE SYSTEM YVIL FUNC 1qS GDL��� ATISFACTORY. DATE....... -- 11�4 Inspector---- ---- --------------•-----------------------•----- THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH �--Gc.40 No..-•--- -•-- FEE........................ �i���r�ttl rrrk,� C�>att�txttrti�att �rrmit r Permission is hereby granted-----..... --'---r/-- --:---------- --� 61C-_--.------/ .5........-f F..� C-.1/--...-------- to Construct O or Repair ( ) an Individual Sewage Disposal System at No...........f_&L"5=--.4'.," = Cr r ,�/" . ------------•------------------------------•--.•-----. ------------------------------------------------------------------------- Stree as shown on the application for Disposal Works Construction Permit tNo..__f (. _____ Dated_.. _. '". -- ---`-- ----------------------------------------------------------------------------------------------- ...... Board of Health DATE.............................. ---------------.................................. FORM 1255 HOBBS.& WARREN. INC.. PUBLISHERS SYSTEM DESIGN: SYSTEM PROFILE ALLI SYSTEM COMPONENTS SHALL BE LEGEND GARBAGE DISPOSER IS NOT ALLOWED MARKED WITH MAGNETIC TAPE OR school PROVIDE 20" MIN. WATERTIGHT (NOT TO SCALE) COMPARABLE MEANS FOR FUTURE LOCATION. st o 99 - EXISTING CONTOUR DESIGN FLOW: 4 BEDROOMS ® 110 GPD = 440 GPD ACCESS COVERS To FIN. GRADE _ PROVIDE INSPECTION PORTS TO cotult X 99.1 EXIST. SPOT ELEV. USE A 440 GPD DESIGN FLOW \ TOP FOUND, EL. 17.5' WITHIN 3" OF FINISH GRADE 99 PROPOSED CONTOUR 18 0 MINIMUM .75' OF COVER OVER PRECAST 31.0' 0.0 -32.0 Bay SEPTIC TANK: 440 GPD (2) = 880 P REQUIRED OVER SYSTE PRECAST H-10 USE PROP. 2500 GAL. ST/PC COMBINATION RISERS (TYP.) enn shed/[n �98.4] PROPOSED SPOT EL. B/uf� TH1 PROP. TEE 4"OSCH40 PVC fine �- TEST HOLE LEACHING: -:_ PIPES LEVEL 1ST 2' 29.0 i ge Locus .. . 41. 2 SLOPE OF GROUND 4.72 SF/LF x 4' LENGTH = 18.88 SF PER MIN 8" DIAM. STANDARD QUICK 4 INFILTRATORS IN FIELD .! COVER PROPOSED o 0 0 28 57 �o CQ, UTILITY POLE CONFIGURATION 440 GPD/0.74 GPD/SF = 595 SF LEACHING 2500 GAL o 000000000000 os7' FIRE HYDRANT , ` ': SEPTIC TANK/PC 0 o00000000000 0e ' 28.0' REQ D COMBO 28.77 28.60 SPLASHBLOCKS UNDER INVERTS NOTE: NOT ALL SYMBOLS MAY APPEAR IN DRAWING :. (SEE DETAIL) 595 SF/18.92 SF/UNIT = 31.5 UNITS (OR 400 SF MIN s" SUMP 36 STD. QUICK 4 UNITS 21•9' Na1ZtllC�tBt MIN. 12' INT. DIM. li OVERALL DIMENSIONS TO OUTSIDE OF UNITS: 36' X 11.33' Sound MIN. FOR NEW CONSTRUCTION) 6" CRUSHED STONE OR MECHANICAL (NO STONE PROPOSED) *THE INSTALLER SHALL VERIFY THE THEREFORE, USE GRAVELLESS SYSTEM OF (36) o 0 0 0 0 0 0 0 0 0 o c COMPACTION. (15.221 [2]) ACCESS FOR ROUTINE MAINTENANCE O O O O O O O O O O O O r--- MUST BE PROVIDED FOR ZABEL FILTER. LOCATIONS OF ALL UTILITIES AND ALL ; STANDARD QUICK 4 UNITS IN FIELD o 0 0 0 0 0 0 0 0 0 o c LOCUS MAP O�O�O�O�O�O�OOO�O�O,�O� BOTTOM TH 2 EL 6.1' INSTALLER MUST FOLLOW ALL BUILDING SEWER OUTLETS AND CONFIGURATION OF 4 ROWS OF 9 UNITS EACH PROVIDE MANUFACTURER'S SPECIFICATIONS FOR ELEVATIONS PRIOR TO INSTALLING ANY (_ 96 SLOPE) ( 1 x SLOPE) 1 NO GROUNDWATER ENCOUNTERED PROPER FILTER INSTALLATION NOT TO SCALE PORTION OF SEPTIC SYSTEM 36 UNITS x 4.73 SF/LFX4 = 681 SF > 595 SF ( x SLOPE) (OKAY) PHYSICAL SIZE 11.33'X36' = 408 SF>400 ASSESSORS MAP 33 PARCEL 29 O.K. LOCUS IS WITHIN FEMA FLOOD ZONE _._- __ _. ,_. LEACHINGNOTE: soot GAL. RESERVE _ _ A13 EL. 12, B AND C AS SHOWN - -_ FOUNDATION - 21 SEPTIC TANK/PC 102 D BOX 5 PROVIDED IN Pc ON COMMUNITY PANEL #250001 0018 D , MA � FACILITY APPROVED DATE BOARD OF HEALTH ALARM AND CONTROL PANEL DATED 7/2/92 TO BE INSTALLED INSIDE BUILDING. ALARM TO BE ON INV. IN 14.0't SEPARATE CIRCUIT FROM PUMP �. ZABEL FILTER 2" PRESSURE LINE AP DISTRICT •'� FLOAT SWITCH ALARM ON (A10o) 14" TEE SLOPE TO DRAIN BACK RESOURCE PROTECTION OVERLAY DISTRICT OUTLET TEE W/EXTENSION WEEP HOLE NORTHEAST CORNER OF LOT LIES WITHIN SETTINGS 1500 GAL. MI . PUMP ON THIS SIDE CHECK VALVE ESTUARINE PROTECTION DISTRICT 1.58 5" WORKING RANGE s OF BAFFLE MYERS SRM 4 SOWN OF BARNSTABLE CHAPTER 360 ARTICLE 1: o 8.50 5" - 6.8' SUBMERSIBLE 4 10 HP PUMP o #1 PUMP OFF 12" SYSTEM (OR EQUAL) AREA OF ENCROACHMENT WITHIN 50' BUFFER ZONE: SEPTIC TANK TO C. BANK (100' TO 81') x 3.54 �ll� Gop'.1 •• (ON BLOCK) SF PATIO: 25 SF • •••�•• �R���•� 4 DOSES PER DAY, AT 110 GAL. PER o00000 0 00 00 DODO gOFt�. DOSE (5" WORKING RANGE) 6" BAFFLE SF BEDROOM: 66 SF .a2--...._....._. 3s #3 •• '94 300 SF OF MITIGATION PLANTINGS PROPOSED 7. 2500 GAL. SEPTIC TANK/PUMP CHAMBER COMBINATION (NOT TO SCALE) o ~' TEST HOLE LOGS TEST HOLE LOGS TEST HOLE LOGS TEST HOLE LOGS TCB 8 z 10.67 PE, PLS, SE ARNE H. OJALA PE, PLS, SE DANIEL A. OJALA, PE, SE DANIEL A. OJALA, PE, SE /gPN/ � ENGINEER: ARNE H.OJALA, ENGINEER: � ENGINEER: ENGINEER: �SSA� DAVID STANTON, IRS DAVID STANTON, IRS DAVID STANTON, IRS DAVID STANTON, IRS TCB 1.49 TCB 9/jOP CO x 12. 9 WITNESS: WITNESS: WITNESS: WITNESS: 14.9a � DATE: 9/13/10 DATE: 9/13/10 DATE: 5/21/10 DATE: 7/21/10 1f \ PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH PERC. RATE _ < 2 MIN/INCH TCB 10 �, CLASS I SOILS P# 12873 CLASS I SOILS P# 12873 CLASS I SOILS P# 12873 CLASS I SOILS P# 12873 b\ \ TCB 7 18.0 15.9 j�12.02 #1 2.88 Q ELEV. ELEV. ELEV. ELEV. ELEV. ELEV. t� ELEV. �1 ELEV. I 2 31.0 Q 31.0' Q 30.0' Q 30.0' Q 17.2' - 16.8' Q 17.7' Q 4 17.3' x1.79 „ A LS A LS " A LS A LS 2" FILL 17•5' 6" FILL 16.8' • 6 1OYR 4/2 1OYR 4/2 6 1OYR 4/2 1OYR 4/2 I x 12.04 - q A I I B B B B FILL FILL LS 29. 3 e ,. LS � LS LS LS 10YR 3/2= 10YR '�f2• x 3.28 I 1OYR 4/6 1OYR 4/6 1OYR 4/6 17.2 12., 16.3' 3_ 5.58 x 3.34 #2 24.. 10YR 4/6 29.0 26" 28.8' 24" 28.0 26 27.8' � x 22.34 PROP. BATHROOM 22 T 6_1 2.76 B B B B �r 162.12. EXPANSION .04 TRIaNSEC 0 1p' W1D� .o . LS LS LS LS E W74 y IT -- l „ 1OYR 5/8 1OYR 5/8 1OYR 6/4 " 1OYR 6/4 L T ►�" •. �N •3 48 13.2 48 12.8 34 14.9' 38 14.1• x 33 74 2 ,0 6t S. .33 C v� � � _ 111 •� • ROCK WALL AT HEDGE 30 17 ��' `� ° /�� C C C C C C C C 14 .40 5�1 0 PERC EPERC PERC PERC �� N cv N , N N- X 1 _ PRO 4 01 19' 9.$9 / 4E" B°TT 48" BLTT PROP. VENT WITH CHARCOAL FILTER c., GAL AND BUGSCREEN (FINAL PLACEMENT BY 9.54 ADD' S .D ° = 44MM1 MED. SAND MED. SAND 44MI MED. SAND MED. SAND C/MS C/MS C/MS C/MS CONTRACTOR WITH HOMEOWNER CONSULTATION) LA H 14 EXIST. 32.0 DWELLING 1 �4 1 N �o H L Y 1 4� 13. '� m 2.5Y 5/6 2.5Y 5/6 2.5Y 5/6 2.5Y 5/6 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 2.5Y 7/4 4.18 p .35 4 TOP FNDN. = 17.5 / 1 IST. WN " „ METAL COVER OVER BRICK o 14 CEDA x 4 � ' AR �0) 120 21.0 120 21.0 120 20.0 120 20.0128.4 6.5 128.4 6.10 126 7,2' 128" 6.6' LINED PIT- FILL AND REMOVE 24" 5 NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED NO GROUNDWATER ENCOUNTERED ABANDONED YARD HOSE LINE x 2 EVER EN EVERG N BRICK 1 0' 2. 9 2.97 .6 PATIO PROP. 1 wl 13.16 `#3 ADDIN. CL �P8.30 / �44� kP 14. 4 12.92 O 3 1 24 P. (0 x t 2 4 j •, J 7 EXIST. =1 7 PATIO ENGINEER AND INSTALLER TO CONFIRM ^� 9 SUITABLE SOILS IN AREA OF SAS PRIOR TO x 34. 32 x 3 19.65 1� �ry HOLLY 10. 5 3-1 INSTALLING ANY PORTION OF SEPTIC SYSTEM 32 6 v� �1 0 1 6 07 4,8a k'/ 4 I r 1 HEDGE PROP. PORCH �33.0 1 7 94s (CRAWL�P. ` O. SITE PLAN GARAGE -- 'T ' `_- 1.. , x 15. 6 N 300 S.F. OF AREA TO BE PLANTED WITH �g NATIVE SHRUBS IN CONSULTATION WITH x 3 10•0. EVE GREEN 20.08 0 /` PROP CONSERVATION STAFF (HATCHED AREA) OF 3 .67 COV D Q o. O 21. 2 .07 ��® ,. EN EMO EXI ST N . x 3.74 O 4 x9 2 °�'" 80 CROSS STREET 5' REMOVAL OF UNSUITABLE SOIL REQUIRED �T < 10� � � , W AROUND PERIMETER OF LEACHING FACILITY, ,o' 3 20. p T t EXIST. , oz \ \ 21 8% 6.55 NOTES DOWN TO SUITABLE SOIL LAYER. REPLACE ►v NOTES G�7 \� o WITH CLEAN MED, SAND, TO MEET 5.28 �o \ 1 .a o o� x 1 .37 1. DATUM IS NGVD C O T U'T SPECIFICATIONS OF 310 CMR 15.255(3) �' ,�39 .36 N AREA , �- DRAI 2. MUNICIPAL WATER IS EXISTING � wso � � 12.9 �9.14 " PREPARED FOR x�8o 3. MINIMUM PIPE PITCH TO BE 1/8 PER F00T. PROVIDE APPROX. 74' OF 40 MIL �22.83 (� TH 2 � 13 5 LINER AT 5' OFF PERIMETER OF 23.22 x 21.6 x 1 25 PAVER DRIVEWAY 14p�4 � ® x 6.2t / '` � 4. DESIGN LOADING FOR ALL PROPOSED PRECAST UNITS SAS. TOP AT ELEV. 29', BOTTOM AT 21\ c� c .12 x 10.37 TO BE AASHO H-1Q DENNISSUSAN AUSIELLO EL. 25. 6. SLEEVE 2" PRESSURE LINE FOR 10' EITHER �x 1 .94 T 4 �� h 12.05 9, 10.53 5. PIPE JOINTS TO BE MADE WATERTIGHT. SIDE OF CROSSING WITH WATERLINE \ \�P 2 7.02 12. 11. 8 DATE: J U N E 1 , 2010 \ \ 20 p ^� N 8 ti B. CONSTRUCTION DETAILS TO BE IN ACCORDANCE WITH REVISED: JULY 26, 2010 10.43 h 310 CMR 15.000 (TITLE 5.) PROVIDE SUPPORT AS NECESSARY IN AREA BENCHMARK: USE AREA DRAIN \ 3•40 �RO�+ \�F 1 ~ 0 1�11 Ro`L� �� REVISED: AUGUST 27, 2010 OF RETAINING WALLS AT ELEVATION 19.75' Ss 1�, 3 0.82 y'1 ' 7. THIS PLAN IS FOR PROPOSED WORKONLY AND NOT TO SrR P� BE USED FOR LOT LINE STAKING OR ANY OTHER REVISED: SEPTEMBER 7, 2010 (MOVE SAS) �x 17.09 x}3�g E 1 1.50 SFr >�1.58 PURPOSE. REVISED: SEPTEMBER 14, 2010 (400 SF SAS, ADD NEW TH'S) 7.65 8. PIPE FOR SEPTIC SYSTEM TO SCH. tO-4" PVC. Scale: 1"= 20' CAUTION: GAS LINE. NOTE: GASLINE IS IN AREA OF REMOVE AND REPLACE, MOVE PROPOSED SEPTIC TANK \x 4' .69 �*9-47-- 8.01 9. COMPONENTS NOT TO BE BACKFILLED OR CONCEALED METER. CONTRACTOR TO �,,11.99 WITHOUT INSPECTION BY BOARD OF HEALTH AND 0 10 20 30 40 50 FEET COORDINATE WITH NATIONAL /x 7.60 PERMISSION OBTAINED FROM BOARD OF HEALTH. GRID. \x 11.16 o 10.92 cA 10. CONTRACTOR SHALL BE RESPONSIBLE FOR CALLING `1 1 1.48 o Mq^ 0.53 ��� DIGSAFE (1-888-344-7233) AND VERIFYING`THE off 508-362-4541 t Ss� ��� �_ �` 11 x 10.48 Qtr LOCATION OF ALL UNDERGROUND & OVERHEAD UTILITIES fax 508-362-9880 I. C oy T � x. ', 0 PRIOR TO COMMENCEMENT OF WORK..: downcape.com DANIELA. ° DANIEL 10.46 8.53 11. ANY UNSUITABLE MATERIAL ENCOUNTERED SHALL BE CIJALA ` . c A. r \x 3 \ REMOVED 5' BENEATH AND AROUND THE PROPOSED dOWO Cope Mee/ 17 f, MC. CIVIL �' " OJALA � LEACHING FACILITY. civil 46502 N0.409180 v / engineers 12. EXISTING LEACHING FACILITY SHALL BE PUMPED AND land surveyors 2,01 t7 � � tv REMOVED OR PUMPED AND FILLED WITH CLEAN SAND, �" � 939 Main Street ( Rte 6A) DATE DANIEL A. OJALA, P.E., P.L.S. 13. WETLAND RESOURCE AREAS FLAGGED BY HAMLYN YARMOUTHPORT MA 02675 1 0-063 CONSULTING 10-063 MP.DWG - m I f ys i �►_�ii I , i i iL r`� n ,. ,., .,. ,.._.. .yr ° P :,... as..�. ; „^+.•K-,4i}idv_. ....,,.a w, :-< C', k ,'.� .. ,.. .F ,;v. ''j.;• "�' 'm• ,•*„"• I , 4 i iIj lei i tt , , II o 11 n I t— -} cy r. —1 i Z �+ 1 ' y r✓ '-' `.� E t !$u 21- 41 - : q . , t ! �,.—j _- ,• scow ., r " L . w , nn - I ` 41 1 f i ! i 11 , _ r. _ Vic C; Td u S - r - :E!'--t:'ri'� '�7,..1t?;".,fr,r tS �rl•.. ,.;•*i �� I i � ! �,. � ..I y i , I 'TY! : 14 i , r ? J � x t . . p� •Zsr+7 :i;`L4 a? t } � c - ter. TG\j,`P TO Ps WOW � •�`. N __.._ .�.._ __ � � i I � j z" Cij \/��r v► ���.�•!� � � i ! ! I I a` � t }.. �`�,�,' _';�T s ,-mot".' •� •T L`; : '`�. ,} a ,'�' ' , 1-. �-• _._ . . .._ _ IPS X 1.e� ,iG'%�,�� Z. � �: � � .;9' I r - y '�1 :s f I , -•��- � f �� ! � -7 , , I t WAYS I , T ♦ 1 ` t � t i i n.•, -' Try _ , t • - - F. ti • �„ L1r a:'' rS a �' ._ � ! � ; � ,'ti4�'. ",; ,y�`` "�•'�'-.1:»' �"*'<+t�ea4"+r`. .•"s".4�".,N-tea g.,�-t.. •n=�a 1 1 -- A i s t.i.� •'c; � � ( ""�" .� __��t , � ' � .d"�J -�. I•-, _ w,t��:Esc_. �` 'NE'*, 'I J t I 1l Y ..� - - . _-_._._,.._,...�.---------�•y------ to _ ;i ii f t n i!,✓ tt 1 i 1.m 4 • �'',�C 'rx I "fir{1 •, C�T t t s ; • , rn N 7 V 0)OD �--N 4'-0" 2'-0 4'-O" N cbb CO z cn N 0 5'-3" 10'-0" 1-1 5'-3" e w F x cn , o< a 55 z z III 0 III I REMOVE I aLL r EXI5TING DR Z O l yl g > III III I N I a I III PROPoseD III , IAl I o_ III III 'IO III STORAGE III 'x - I I j o 0 = I S I= - 19'-I O"X T-I O" �o III III I 1 I I. III III I I-21 EXISTING EXISTING I 1 N 0 III III l O DINING RM. BEDROOM 1 1 I z -. SOS( a o o O o I I 4'-4 1/4"' 3'-2 I/2" G'-1 3/4" - LJ EXISTING PORCH > - -- - - RENOV_ c�_ -_ PROPOSED I_ O EXI5TI NG p GARAGE _.� �� - � � � N CL 1 Q II _ II If L- I IL I --rt - REF P� TRY OVENS O Lu I I I I I W D oZ II II II II II N 30 LL ( �( I I I I I I I I I I RENOV. z v f Z o MUD / ENTRY © EX15TI TA I I I I I I I I I N p w DowN.l .... 1 1 1 -_ I I I I I I I I I p .. I:. ! EXISTING I I EXISTING I I I I I I I I I I FLAT CEILINGII II FAMILY RC1I(JM NEW STAIRXI TIN UP DOWN XISTING — IIII II ® 1III II z O PROPOSEDu CATHEDRAL CEIN O O i RENOVATED O EXISTING N- -BATH f N o ENTRY HALLWAY I I I KITGHENI L I � ;- 3 EX1 TI I I I I 1 J I u O 5'TUB 5'8"X R wO I I I I I I I I I Uv� srwR m I N zV DNS I - r I 2'JO C 1 -4" PROP EXPANDED ff 4 3/I/2° 13 2„ 2O BATH P-2 I I I I I ! I I I I I I---- _ (AL G N wr LAV <r, ________-____ EXIST. RAIL) _.__. ...... __...... --- - I REPLACE WINDOWS OO" - _.._ _.._...- VERfFY EXIST.SIZES 3 O N F i PR 05ED EXISTING I I BEDROOM #2 0 0 ;'' zEAKFAS S3 A REMOVE EXISTING NEW WINDOW SEAT FRENCH DOOR EXISTING LIVING RM. MOM NEW WINDOW EXISTING i"IffX15TING TO MATCHBLUESTQNE RAISED PATIO ———__——RG———— -- cl 1 0'-0"(+/-) K O'-O"(+/-) ao REMovE EXIST.WNLL @ENLAE EX.BEDROOMo ; O 0w- AS SHOWN - , ° O V-' �3 � REPLACE EX15T. WS W/FR.DOORi 7-0" 7-0" ' © PROPOSED { x O STEP AND _ I NEW LANDING I BLUESTONE RAKED PATIO 00 ---- -- —- . ...__. _ ........ _._ _.._._. .............. ........ .... PROPOSED PATIO r xil NSUNROOM - -.._... 7-9"X 1 4'-1 O 3' 9" lo n..,k. ALIGN WITH EXISTING HOU5E w x S LL c t,:r,K: ::v u5 PROPOSED + 2'-8"R.O. FIRST FLOOR PLAN v V TYP.W/MULL. `bra, x .w� `' - - ___------_— 5'-7 I/2" SCALE: AS NOTED 7-5 1/2" DRA'',Ai;4G .. A4 - 7 '