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1919 MAIN ST./RTE 6A(W.BARN.) - Health
1919 Main Street/Route 6A, West Barnstable TUMBLEWEED QUILTS A= 216 - 029 j r TOWN OF BARNSTABLE LOCATION / 9�9 1qp,h ST l'C 614 SEWAGE# VILLAGE WeS f &Ah g _ASSESSOR'S MAP&PARCEL 9 INSTALLER'S NAME NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY:.(type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the:. Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) Feet FURNISHED BY J w �-� 9 T . I TOWN OF BARNSTABLE LOCATION 9�9 p,-n ST/lZ 6,4 SEWAGE# //�� VILLAGE LIDS F 64Ah S __ASSESSOR'S MAP&PARCEL C ^�oZ INSTALLER'S NAME&PHONE NO. SEPTIC TANK CAPACITY LEACHING FACILITY: (type) (size) NO.OF BEDROOMS OWNER PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) / Feet FURNISHED BY 131 ao / ��z6�9 71I S"/2cD/9 f �Ulr'i I�wee ci Jf ST � G '�- � +lei l o,rj r ►a?r JI �•\ '�' '�'`..�'^� d y�+ !4 a•a' .t,,.v ^`r�y��'�.�.r J / Q, �� shYFl� '�' '""v' <.. y �"`i '-��.. ` �_.~ _ .r�tY� _ ;7t� �� r �r?�,��. t.. t 1���.4��qr t,'��••,yq�tl� t .•d.y. � +�1� ,�4-.. a,. I'h+ /'�• + r.1-. - �! .1�Pk� }�\=R ;'� �is�'h :V ✓ i;,✓ /�� 1` s 1�1> .. 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Asa,; �r �4ee,''` , �M� a: '�! � �� �S`� E TOWN OF BARNSTABLE 6�Q�OF TN T o�y� OFFICE OF HAHa9TdBL i BOARD OF HEALTH oO'�D 39�\ 367 MAIN STREET HYANNIS, MASS.02601 March 25, 1999 Ronald Wilson Box 633 Pembroke, MA 02359 RE: Tumbleweeds Quilt Shop A=216-029 Dear Mr. Wilson: You are granted a variance from 310 CMR 15.211 (1) to construct an addition to the building located at 1919 Main Street, West Barnstable, with it's foundation only eight (8) feet away from the existing septic tank in lieu of the required ten feet minimum separation distance required. The applicant testified that it would be a"major expense"to pivot or move the septic tank only two feet in orcer to meet the State Environmental Code setback of ten feet. A portion of the parking lot would have to be excavated. It is the opinion of the Board of Health that the health of the inhabitants of the building would not be impacted by the use of the existing septic tank located eight feet away from the inner foundation wall. Sincerely yours, Susan G. Ra , R.S. Chairperson Board of Health Town of Barnstable SGR/bcs wusin McKean Thomas From: McKean Thomas To: Brigham Anna Subject: Tumbleweed/SP#113-96 Date: Tuesday, February 18, 1997 3:04PM I am in receipt of the revised plans concerning the above-referenced site plan review application and I submit the following comments: -The septic tank is only five (5) feet from the proposed addition. The designing engineer shall design the plan to comply with Title 5 the State Environmental Code. Page 1 E i 4 Septic System Solutions... Naturally! »....>..> .>..K,.,.o. December 10, 1996 0 Thomas A. McKean Director of Public Health O TOWN OF BARNSTABLE i 367 Main Street i o ✓ Hyannis, MA 02601 Re: Tumbleweed, Quilts Ron Wilson, Owner 1919 Route 6A, West Barnstable Dear Mr. McKean: This responds to your Septic System Inspection requirz=ent as part of the Owner' s application for a 1200 Square Foot expan- sion. This further confirms our telephone discussion today. Pages 1 and 9 ..of a standard Inspection Form are enclosed for your file. The 1000-gallon Septic Tanklis properly equipped and normal. The Distribution Box is clean, I structurally sound and normal. The Seepage Pit is as described !by the Engineer and by your records, 6' x 10' in good structural condition and maintaining a Static Liquid Level at 4-1/2 feet. This leaves 5-1/2 feet available from the Inlet Invert, or a minimum of 644 gallons, not including surrounding stonetarea. I Given the increase in Design Flow required (1200 SF x 5 gal/100 60 gpd) this unit will handle it easily. i Please pass this information along as part of the site plan review application. : i Thank you. j Very truly ours, � � n C. `Philip Wilson, j Certified D.E.P. Inspector i I CPW: 1 i Wilson Septic Maintenance Group, Inc. Post Office Box 122, Kingston, Massachusetts 02364 1-800-770-WSMG • Outside Eastern MA 617-829-9500 • FAX 617-826-6653 a � i r McKean Thomas From: McKeon Thomas To: Brigham Anna Subject: Tumbleweed/ SP# 113-96 Date: Friday, December 06, 1996 4:19PM I am in receipt of the above referenced site plan review application dated December 2nd and I submit the following comments: 1) Expansion of Use - The applicant must hire a private DEP certified septic system inspector in order to inspect the existing septic system. ( Also, an engineer needs to assess whether the existing septic system has the capacity for the proposed additional flow.) 2) What is the distance bewteen the leaching pit and the proposed addition foundation wall2� What is the distance between the septic tank and the proposed addition foundation wall? OVV Page 1 { TOWN OF BARNSTABLE ' SITE PLAN REVIEW � � AVE DEC DATE: December 2, 1996 $ � TO: TomMcKean `t FROM: Anna Brigham, Site Plan Review Coordinator RE: SPR-113-96 Tumbleweed, 1919 main street, West Barnstable, (216/029) Proposal: Addition of 1200 sq. ft. for retail to the existing 3200 sq.ft. retail building. Please submit this forni, with any comments or additional requirements you may have regarding the above referenced application,to the Building Commissioner's office by December 11, 1996. I have the following/attached comments/requirements regarding this application for Site Plan Review . I do not have any comments/requirements regarding this application for Site Plan Review at this time. (Signature) sb.e w 3toZ-ca700 3- ��9y Dew- r lNtl 6or, / As Per A04LrJ o f flee.- (� �t// oNS - Nis is -to tivrdfn YOU Va r t auv It re.,�a-"f't/`� f° � Co�'sfi'dcio n� t�� o v r- a�plrove4 /Or r�c z W� are fe v esrt�i�• Qe/'/`�issio� 7'`a S fi►� l aNk wAe re it— �S r"er A&lv c�t� / —�✓P -ro f o1a- C- if" of tootk 12 cfcgreeS. P/jeo5.c s-ec_ D (ct-yrouy � d \ \N1, \ 10 r�4 Ad t r k Ins rc a�-ror� ' PropvScd a-44f/o�. N� o c��o/J O fi0 N ko,V-q f e/V 344 �) to avoid d. Y� UP ov r Rveuj �cs rkin area Z) to avoid (oeiiv& C,Wjl .6 - ba-A roonS &4(lc 44C. lvorlc is d oNe . t"rk ofso %Nuv1Vos Ye-loCa %/►+O 1'A TV(t,'t��P?� I�GvO� Joe o, /YaJ or eKpeN�'-� (-or m very S/YeLll Hove . ati tlarc,4 2 3 , yov � r �e. f�-ea..�� �►-Q�o 7`' �d r T?ore De�� �s� 7po- 6 Z6�"� . Ct/,� • 78f- 293- 7000 CF INE Tp� DATE: O i FEE: * &MWITrABIZ ""9. 1639. 0 Town of Barnstable ♦ REC. BY 'etEp�,�p - .. i Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: ( 9 19 1- d,;N ga t/Vsld Assessor's Map and Parcel Number: 2 I '2 Size of Lot: 41 ,11019 Wetlands Within 300 Ft. Yes Subdivision Name: No X Business Name: -I' U k R LE W 0-E -b Q U f L-t Soo je APPLICANT / '' CONTACT PERSON Name: ONRLD wl 'SON Name: Rot) b IIcpu Address: l O aQp-c-4C,/ {, �. Sa.,-�wr/-G. Address: T• O 8 6x_G 3 3 h 6 rote j /y/g , o 2 3 Sr Phone: Phone: ;Z8) - ?-?-3 -760(LQ-?47 2,/2 vog FAX: FAX: 7 8I 2 9 L( "OOrf D VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) TAIVK fi = u .e e)e en's i r e to c lto-i✓ ON t�f- att e/t 0-6 tic �o� roti b r tf.ye fj�G ry NgIG o>< '�-e I:; 12ee,egt to ea v-C -tw n-k Wke i IS - CC(o e 0/y IV a Par+ 01" onie stie i5 (poirc-1- i s 8 8` 1b bf Too c.�c7se /Nstde W& � 7-V To a outvAk rAlodl Checklist(to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) 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 variances only) Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only],outside dining variance renewals[same ownedleasee 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 Susan G.Rask,R.S., Chairman NOT APPROVED Sumner Kaufman,M.S.P.H. REASON FOR DISAPPROVAL Ralph A.Murphy,M.D. Q:/WP/VARIREQ f CF 1HE TOE DATE: ti 99 ti FEE: • MRNSrABLE, • . A Town of Barnstable REC. BYE _ Board of Health 367 Main Street, Hyannis MA 02601 Office: 508-790-6265 Susan G.Rask,R.S. FAX: 508-790-6304 Sumner Kaufman,M.S.P.H. Ralph A.Murphy,M.D. VARIANCE REQUEST FORM LOCATION Property Address: ( 9 ( 9 Hk; Assessor's Map and Parcel Number: 2. 1 (7 1 2 q Size of Lot: 41 , 109 Wetlands Within 300 Ft. Yes Subdivision Name: No )(, Business Name: 1' U k Lc— U) iE E Q o (Lt S34 p e APPLI AN CONTACT PERSON Name: ONRuD tot SON Name: QQA) Ul1SOty Address: / O &QaC4Q/� ScL� a, Address: O • 8 4y G 3 3 flehbror-t j /y/9 , .023Sy Phone: Phone:—7•Q _ 2�1 —760 n 442 Z/2 V0�6 FAX: FAX: 7 S I 2 9 t_( —001 O VARIANCE FROM REGULATION(List Res.) REASON FOR VARIANCE(May attach if more space needed) Cl e- at Ai fo r o V t J ^e- e.N g(e- O t�t J.Nk � Re�a eg'f 'f-o e.a v�C ttu n•/c W ere, i 1.S - C, o e plyl!;e a earf- of- ome side is �22i^9- t S S r or~ Tb 10 'boo close_ /Nstke wd`d C7•5' To ou a hecklist(to be completed by office staff-person receiving variance request application) Four(4)copies of plan submitted(including septic system plans and/or restaurant floor plans) 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 variances only) Variance request application fee collected no fee for lifeguard modification renewals,grease trap variance renewals[same ownertleasee only],outside dining variance renewals(same ownedleasee 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 Susan G. Rask,R.S., Chairman NOT APPROVED Sumner Kaufman, M.S.P.H. REASON FOR DISAPPROVAL Ralph A. Murphy,M.D. Q:/WP/VARIREQ i ro Town of Barnstable Applicationfor Site Plan Review DEC 2 IJ 6 Location ` BusinessaNam_e: f I y ft,6 P_tN Q_ J Assessors Map and"Parcel Number: r%(a,p 2 j (� p c�rC12� Q 2 9 Property Address: ' �i S�'. W- R.Q rNs f © 2- fo 8 Owner of Property Applicant Name: A O rN a LS O 1 Name: Address: Address: �(9Tf-E i �� S1' PeN (0 ►� � o��s9 Phone: & j 7 2 Phone: Engineer i Agent Name 3-0 N L Name Address: ENS�N 2C' r/N� Address: 49r�or 2d �N;if Phone: nZG Phone: � 72 — oO`5R i j Storage Tanks j Utilities Zoning Classification Existing Proposed Sewer District: P_ P Number: 0 'Numb;er: p Public Flood Hazard: ZoWe L Size: Size: I Private Groundwater Overlay: _ Above Ground: Above Ground: j Fire District Lot Area: a 93 Ac Underground: Underground: ; Water Number of Buildings Contents: Contents: Public: Existing: i Private: Proposed: Parking Spaces _ Curb Cuts i Fire Protection: Demolition: Required: 5 Existing: 3 ; Electrical Total Floor Area Provided: 2 0 Proposed: Aerial: ✓ Residential: n On-Site 11.0 0 To Close: � Underground: Office: 42 Off-Site: Totals: 3 Gas Medical Office: Natural: NO Commercial: yyoo Lo I Propane: PO (Specify Use) R27tr,ik Wholesale: In Area of Critical Environmental Concern Institutional: p (E.O.E.A) Yese Industrial: O Project within 100' of Wetland Resource A�r ea: Yes/19 i i I I 4 i I i I Old King's Highway Regional Historic District: Approved? Yes/No j I Listed in National and/or State Register of Historic Places: /u U Perimeter setbacks: Front: - <S'1'f/`-�-I `f p enpe5cj /gddi�a,,j (o' Side: �' r �� �, So, Rear: :i/k " /qO" 7o' i %Lot Coverage: I Number of Floors: I Floor Area: 7;-L00 -t- . ( Zdy CPr-opo5<J � First: i `',2.0 0 -t- (2 o y Second: Other (Specify): Perking Requirements: Required: i%6 Provided: 1 I d Handicapped Spaces:' O Are there Accessory Buildings? i �S Accessory Building Floor Area: 8 1 2— Please provide a brief n �ative description of your proposed project. W9, t,J o U (d c Kc -Fry! o-d d c,- 12 00 5g (- -f 4d To oQr- 320o sz r-� bvi ldt ' . -M r e.. bra. :- �( S a.c e.. , M le wee. &Vif i I I i I assert that I have completed(or cadsed to be completed) this page and the Site Plan ReviewApplication and that,.to the best ofmyknowledge, the information submitted here is true. i Signature 'i Date i i 6 I I 1 t i -I I ?N ; 109Z0 W b 96-SZ-I I a 'C 0t'-u! n=3 1 69 -:td t�9Z '-I9 uti u-'d uo umoyv cn aaa-rd ` foampuredbosI1# J 'r �o ? a7m i uoGr 7,06 � dW `.a'!-�r�v /v,9 �va(i) uti p�T o z+rrJd a�=i h�- cloud a �a ha �i v y&rr ". Ov .7val 001- £05-OU-L/9 mop/ y G� 1OP9_1 of-L 19 ron; poof %L f i. bZd:Vd 191t .dvW v,'► I , 1 41 5 \ \ \\ apym, 08 �•�ri�� f 1 1 Oh 00 I yzuv vauo6 dg a7mo�v r- Septic System Solutions... Naturally! Massa„aa�Re„mnl Also aeon December 10, 1996 Thomas A. McKean Director of Public Health TOWN OF BARNSTABLE 367 Main Street Hyannis, MA 02601 Re: Tumbleweed Quilts- Ron Wilson, Owner 1919 Route 6A, West Barnstable Dear Mr. McKean: This responds to your Septic System Inspection requirement as part of the Owner' s application for a 1200 Square Foot expan- sion. This further confirms our telephone discussion today. Pages 1 and 9 of a standard Inspection Form are enclosed for your file. The 1000-gallon Septic Tank is properly equipped and normal. The Distribution Box is clean, structurally sound and normal. The Seepage Pit is as described by the Engineer and by your records, 6' x 10' in good structural condition and maintaining a Static Liquid Level at 4-1/2 feet. This leaves 5-1/2 feet available from the Inlet Invert, or a minimum of 644 gallons, not including surrounding stone area. Given the increase in Design Flow required (1200 SF x 5 gal/100 60 gpd) this unit will handle it easily. Please pass this information along ' as part of the site plan review application. Thank you. Very trul ours, C. \\Philip Wilson, Certified D.E.P. Inspector CPW:l Wilson Septic Maintenance Group, Inc. Post Office Box 122, Kingston, Massachusetts 02364 1-800-770-WSMG • Outside Eastern MA 617-829-9500 • FAX 617-826-6653 _ :. 00 1, h Septic System Solutions... Naturally! a aria«as aRa aramAsso aeon SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION Property Address: 1919 Route 6A, W.Barnstable,MA. 02668 Address of Owner: Date of Inspection: December 10, 1996 (If different) Name of Inspector: C.Philip Wilson Company Name,Address and Telephone Number: WSMG, Inc., P.O. Box 122, Kingston,MA 02364 (617)829-9500 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on-site sewage disposal systems. The system: ® Passes ❑ Conditionally Passes ❑ Needs Further Evaluation By the Local Approving Authority ❑ Fails s Inspector's Signature: _ Date: December 10, 1996 The System Inspector shall submit a copy of this inspection report to the Approving Authority within thirty(30)days of completing this inspection. If the system is a shared system or has a design flow of 10,000 gpd or greater,the Inspector and the system owner shall submit the report to the appropriate regional office of the Department of Environmental Protection. The original should be sent to the system owner and copies sent to the buyer,if applicable and the approving authority. INSPECTION SUMIIARY: Check A,B, C,or D: A) SYSTEM PASSES: X ® I have not found any information which indicates that the system violates any of the failure criteria as defined in 310 CMR 15.303. Any failure criteria not evaluated are indicated below. B) SYSTEM CONDITIONALLY PASSES: N/A ❑ One or more system components need to be replaced or repaired. The system,upon completion of the replacement or repair,passes inspection. Indicate yes,no,or not determined(Y,N,or ND). Describe basis of determination in all instances. (If"not determined",explain why not.) The septic tank is metal,cracked,structurally unsound,shows substantial infiltration or exfiltration,or tank failure is imminent. The system will pass inspection if the existing septic tank is replaced with a conforming septic tank as approved by the Board of Health. (revised 11/03/95) 1 Tumbleweed Quilts/Ron Wilson Wilson Septic Maintenance Group, Inc. Post Office Box 122, Kingston, Massachusetts 02364 1-800-770-WSMG Outside Eastern MA 617-829-9500 FAX 617-826-6653 1 SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 1919 Route 6A, W.Barnstable,MA. 02668 Owner: Tumbleweed Quilts/Ron Wilson Date of Inspection: December 10, 1996 SKETCH OF SEWAGE DISPOSAL SYSTEM: include ties to at least two permanent references landmarks or benchmarks locate all wells within 100' 1919 Route 6A R O U T A E B 1 3 1 0 2 2 0 3 04 ROUTE 6A A B C D E 1 24-0 46-4 .2 30-0 50-6 3 36-4 53-4 4 67-3 75-2 5 6 7 8 9 10 Expressed in Feet and Inches DEPTH TO GROUNDWATER Depth to groundwater: feet method of determination or approximation (revised 11/03/95) 9 No............. +:.... Film.............................. THE COMMONWEALTH OF MASSACHUSETTS BOARD OF HEALTH A own Barnstable OF.. . ................................................... I/V bf I/(�l .� r rlirtttila nr A sposh orks Tomitrnrttun ramtt Application is hereby made for a Permit to Construct ( ) or. Repair ( ) an Individual Sewage Disposal System at: Corner of Rt. .6A and 132 West Barnstable ............_ ..._..--•-•...................•-•---•--•---••---.........._......•••-•--_----. --.........-•-•----••--•.....----..........-•-----•--..............--••--••--•--••-........_....•. Locati re or Lot Xo Charles E. & Jo-Ann 1. cbermott Tonela Road, Cummaquid --------------------_-_...........--••-•------.........---------------•-----••--•---•-•--...... --•-•......-----••--••---•-••---•--•••••--•--•---.....--•--•-••-••---•-------•------•..........._. er W Robert B. Our Co., Inc. Great Western Road;d` o. Harwich Installer Address d 0 920 Type of Building Size Lot.-4._--�....................Sq. feet U Dwelling—No. of Bedrooms................................ .....Expansion Attic ( ) Garbage Grinder ( ) pa-, Other—Type of Buildingg WO°den........... No. of persons_...._._.................... Showers ( ) — Cafeteria ( ) Other fixtures . ..Ma shbow 1 s.a nd to i I ets.-------•---•----------•---------•---•--•-•-----------•--•--•-•-•-•.......-----••--•............ w Design Flow. .........................................gallons per person per day. Total daily flow............................................gallons. WSeptic Tank—Liquid capacity...100 .gallons Length__8..&-ft.. Width....5..ft_.__ Diameter................ Depth................. x Disposal Trench—No- -------------------- Width.................... Total Length.................... Total 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..... -/........7 _...... 1-.4 Test Pit No. 1.... -minutes per inch Depth of Test Pit.................... Depth to ground water........................, (X, Test Pit No. 2................minutes per inch Depth of Test Pit.................... Depth to ground water........................ a --------------------------•---•----•-------••••---••••••---•--..:........ ...... •--•-•----- ----•--.................................................... 0 Description of Soil..... a ndy---••-•----•-------•-----------------------------•---•----------•-•-----------•-------------------•--------------------------------•------------------ x w M. Nature of Repairs or Alterations—Answer when applicable___N-em...1,..0Q_0.ga_il.on..s.eptic.tank,..-Clew.............. pjpe,-•neW-3 outlet distribution box. Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions of TIT�.;,.. 5 of the State Sanitary Code— The undersigned further agrees not to place the system in operation until a Certificate of Compliance has been issued by the bo d lth. Sign ----- •• `'�?�-' .. �$.........--.... D Application Approved By---•- �- --••- Date Application Disapproved for the following reasons:........................ ................................................................................... ----------------- ----------------•------•-----•--•----•-------------------------•---------•------------------------------------------------------------------- ---------------••---•--- Date PermitNo......................................................... Issued-....................................................... Date � - ` ` � .� ' '� ,``�. FEB............................. t*s COMMONWEALTH OF-m�SsAr*uSsr�s� . � � ' ` BOARD OF HEALTH ' : . ' ` Town � ��� b � --'-------_--' -------'----. t� / A ��~� �� . �«�����u��� ��«��u� ���� ������� WorksWorksq� ���» »��«�W����W����K� ramKt is hereby ooule for Construct ( \ or Ilcnuir ( \ an Individual Sewage C�iupoual —� System at: _ -~ Corner of Rt.-:"-6"A and 132 West Barnstable -_--_---------__-'__''--'-'__-----------'-'_'---- , Lot N9.(5wner Address Charles El. .&Jo.-Ann S. McDermott Tonela Road, CummAq id ` Installer ��o� 4Q g�� � Type of Size feet of Bedrooms Attic ( ) 04 Other Type of o Showers \ / Cafeteria ( ) c4 � Other �rUzr�a � �g� ���� �» �s ^� , � .-.. ------'.-' ----------------.-..---_-------------------------------' [)eo�n Flow---------------------------------------------gallons per person per day. Total daily flow............................................gallons. � Septic Tank—Liquid .1.9Q.Q.ga}looa Lcoctb'Q.AA^' Width... Diameter................ Depth................ �- �r�ocb--�o. \��t� Total Total ur�.................... � f� ~~p~~~ -''-------- --'-----' ^^~�~-------'--' ^^~^~~s Seepage Pit l�u---_-.--- Diameter.................... Depth below inlet.................... Total urgA.... Other D�s���ot��� box ( \ Dosing tank « ' �� ` ' � -'m' ( ) ; - .~ ` ' ~` Percolation Test Results Perforoedbv----------------_---------------. Date........................................ Test Pit No. l.'''�/'?�oinutca Depth of Test PiL..-----_-' Depth to ground nmtec'------_.. 1. Test Pit No. 2................minutes per inch Depth of Test Pit--------- Depth to ocono6 water........................ Sa-- ' -_'-'—._'---__''--.__._-___------'_-----'--------'----_-'---'-__---- �� D of9o�_-������-----------'---------------------------_--------------------_------_'____-' _-_'--_-'-----_-----__----'-_-__'__--__---_-_------_'''-----_-'_-'___._____--_--'-__-- �4 ----_--'_--------------_.-.-------.-----_-------.-.----------.'----..-'_-.---''--------'----- U Nature of Repairs or Alterations--Answer whenapplicable......New . tank�..new------ ......... '���-���<'��� _----__-'.-._.-_''----_-__--------________ Agreement: The undersigned agrees to install the aforedescribed Individual Sewage Disposal System in accordance with the provisions o6�II�� 5of the State Sanitary Code undersigned further agrees not to place the system in operation until a Certificate of Compliance has b issued b, he boAd, A li Ith. .... .....'��-' '���czz^���'^���-- ` ~- � -� r�a~�� - ~ ' n"m Application Approved Dy---. ..'...-'.........Z--'.....--------------- -------'- ---------'----..----. »^_ om" Application Disapproved for the following reasons:............................................................................................................ - ......................................................................................................................................................................................................... Date PermitNn..........................' ....................................................... Date , THE ooMMomvvsAcrH or Mmas*onossrrs BOARD OF JqEALTH .....................tAF..................11!!!�........................................................ THISRS �tO WR3IFY,Alat the J�ual osal System const;rpct;c�� or Re4�iZ b, . .......... . ................. .. ...... ....... .; ..7 ftn��4� .7 A. has been- - 'd' /accordance with the provisions of TIT E - of escribed in the application for Disposal Works Construction Permit No................... ' - '^ ." THE ISSUANCE OF THUS CERTIFICATE SHALL NOT BE CASTRUED AS A GUARANTEE THAT THE SYSTEM WILL FUNCTION SATISFACTORY. DATE....... V_�*.____- �'����'�� --"-- - - r~--'-----'--'--------'----' ^ ` , Tms COMMONWEALTH or w8ssndHusErrs �� ���� '~ . 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Lewisburg F 26 (floo plan to left) • 65'—D" r , RE FA T 13'- "x11'-O o FAMIL T Y CLG KITCHEN • 28'-4"x 13'-6" (COMBINED RM DIM) •' ¢ .✓'p•e ��1 1- �S - p PANTRY t IIYaa ANA a]i0 1 I �' '� G.GII 17EC® • a OPT.DOOR - k• nil 1 UP ON LAUNDRY 2- AR GARAGE 0 v�1' ✓a • = - _ 2 '-2"x 23'-4" IAAA BA Aaai 0 7a FFF.6 6:ei w D iRA 9i9 i1B eioiowingei LIVI G Illllllllllll SID LOAD OPTIONAL � C 4'-0" iAiPa IBA iiA - - HIGH LG " L Y ' .I • F YER i ©.. ��/ri �� ilk � - ®®© DEN © SCHO-Z DESIGN - — .... - :. _v _- �,.-`i, ..F ' 'ems S •� .:• - A RIGHTS RESERVED. 13'-6"x 11'-7" Lewisburg V 27 ewisburg D 27 • Lewfisbur F , a les FIRST FLOOR PLAN • 6 Se LIVING AREA 1,351 S.F. GARAGE 528 S.F. ' by Scholz Design, Inc. • TOTAL LIVING 2,619 S.F. (BONUS SPACE INCLUDED) _ • The floor plans may vary depending on elevation. This is an abridged version of the original copyrighted drawings. © Scholz Design, Inc. 0 3 13 1 Executive Pkwy: Toledo, OH 43606 (419) 531-1601 9 (800) 766-8755 Fax (41-9) 531-6902 www.scholzdesign.com PROPOSED CATCH BASIN Pf"" CENTRAL RpJ1.ROA0 ,t n AND DRYWELL SYSTEM - ASPHALT OVERLY BERM V P Rpl7� 6 i G TR DRIVEWAY CROSS SECTION: (NOT TO SCALE) 4' I LOCUS ` -^ 4" 12' GARRETT'S Cs pF MIN. ''o c 46 46.4 \, 46\ 2" PEASTONE POND LfF c i .�c . RR{ a o PAVED 'rG' '� � o� i---- 6" OF 3/4" — 1 1/2" STONE LOCUST i WATERWAY 1- TREES / h \ N FPHILLIPS ,LP / 1� SAND AND GRAVEL BASE LOCUS MAP SCALE 1 20Ln : "1 PHILL P ,�—, 1 L) {�� �'. `�� �op�sFo a" �� (REMOVE ALL LOAM AND SUBSOII 0cusT — '� PARKING AREAS: „ 48 " 2 "6 � — 3/a — 1 1/ STONE ON ASSESSORS MAP 216 PARCEL 2_. ,o �'p�s SAND AND GRAVEL BASE t -o a') 2" PEASTONE SURFACE 10 F �1� '��=� MIONNMUMC OTSAREA: TI043,560 sf 49.5 9 ',M 'TUMB'EVE "0 OiJ'•LTS'" GRAIL '~ G. MINIMUM FRONTAGE: 150' MINIMUM SETBACKS: J A> � 7 .\ ! FRONT: 30' I .. s 8 so��rF SIDE: 15" 7 rLo 5� 11'S ` 5�, 'P krl,� REAR: 15' i TANK, \ AS SHOWN 2_,r: o� `� DRYWELL �J REAR PARKING (NTS) 12 \ UTILITY �s'' 2 POLE 50.7 53-�`."'�� 13 C UY WIRE PROPOSED ,o.e't NG 2� f BUILDING 4 '1 1,296 SF GQ�C. '\, 53 \ ^• - ELEV. 53.0' SOT COVERAGE DATA: (ROUNDED OFF) �� "�� 10' 4S '"�ALT OR POURED CONCRETE i 56 14 �. 5a 3 10' DIAMETER TOTAL AREA: 41 ,108 s.f. ` PAVED i ` EXISTING I R 4,390 f 1 1�' 5$ 1 Qom" 53.t BUILDING , ' a ---5 ':::':. .;'.;.:::-.•-•..:,:... .•.. PAVED AREA: 4,356 s.f. 10% n 2 ' PEASTONE ONE STORY b o n GRAVEL PARKING: 7,880 s.f. (19%) 53 F.F - 54.38' " �� OPEN SPACE: 57% s r' 6' OF 3/4" TO . 1 1/2" NON—PARKING PERVIOUS: 3% ^�o s/ & G 3,094 SF / f i, ii STONE 4.' I't `� DRAIN FROM ROOF OT ARZ4— ,.\ 6' � NOTE: 18 >� � EL ' _ s3 .1,108 �� �< I✓ KI POROUS PROVIDE H-20 COVERS FOR SEPTIC SYSTI:,%,` G4 (0, rest) �. FILTER CLOTH \ CLEAN S, 19 5� 004, ., 2 `\ ,,.sue BACKFIL' 54 6 � l s 20 �Q 21 C-uYVIy I `69 22 \ - 12.31 -- _ r "DO r•1NE;dTER" 23 59 G No ''� H.D..,MASi3. HICK',`AY 10, SPEC. FWE &-GRATE WOO ED /r PAVED ARE i' 6' X 6' LF 61 6' X 6' I 2 �-'� BASICN �DEfAlL BELOW SEE TRENCH �� PRECAST ' - �' �•� 3' LEACH PiT, 3 . ......... f _ ST NE FO ND SITE PLAN A„ 0 PREPARED FOR N n 64 /- "� DRAINAGE CALCULATIONS: � LEACH BASIN/ DRYWE_LL (NTS) R ONALD WIL S ON 5 N/F ...� �• OF LAND IN °i ROBERT PICKERING �' ,J FRONT LOT AREA (PAVEMENT): 36' X 121 ' = 4,356 s.f. WEST BARNSTABLE, MA Q CiO C = 100% i = 3 /hour J �- t = 60 min. A = 1/10..AC. • . .. ... .. VOL = CiA(2) = 1089 ft3 SCAL�,EAR LOT: DATE: FEBRUARY R 4 1997 REVISED DATE: FEBRUARY 19, 1997 - SEPTIC TANK NOTE RATE = 18 ft3/MIN OR 135 G/MIN TRE`(I DETAIL (NTS) REVISED DATE: FEBRUARY 20, 1997 — HANDICAP PARKING - -- ROOF ONLY: 50't X 50't = 2,5010 s.f. REVISED DATE: MARCH 3, 1997 — REDRAFT POSITION OF SEPTIC LEACHING AREA ® .5 G/MIN/s.f. = 271 s.f. ADDITION 20' X 37' = 740 s.f. 2" PEASONE — AND CATCH BASIN 3,240 s.f. (REDRAFTED WITH CAD SYSTEM FOR CL: , TRENCH AREA: g' X 25' = 200 s.f. f # 12' PERF. H.D.P.E. PIPE Q = CiA = (100%)(3) 3,240/43,560 = .22 ft /SEC. = 100 G/1v1 N -- I 1 HR. VOL = 6,008 GALLONS 20 0 20 40 60 Feet PROVIDE: 100 s- .5 s.f. LEACHING = 200 s.f, 3 ,— 3/4"' — 1 1/2'" STONE 6' X 6' CATCH BASIN IS 141 s.f. : ADD 12' TRENCH, 2' W X 3' DEEP —� ' FOR 96 s.f., TOTAL = 237 s.f. 2 REVISED DATE DEC. 14, 1998 LEACH BASIN: 6' DIAMETER j NO PROVISION FOR WOODED AREA LEGEND AREA: 113 s.f. SIDES STONE PARKING WILL ABSORB RUN—OFF 28 s.f. BOTTOM 141 s.f. TOTAL L.P. CATCH BASIN + 200 s.f. TRENCH 341 s.f. TOTA.L LEACHING AREA off 508-362-4541 fox 508 362-9880 ,. SHRUB 3 0 � o�ss3�o�, AP.NE �` �. t N .S1�.It1 STORAGE VOLUME 6' X 6' CATCH BASIN: 168 ft I TRENCH: 80 ft 3 % N� down cape engineering, Inc. TREE o.2& L.PIT: 168 ft 3 9 Na ° p /q fC`s'�?E ;�' CIVIL ENGINEER' UTILITY POLE 416 ft 3 /� y� � ��.,.��,. , �o LAND SURVEYOR' 5� PROPOSED GRADE LEACHING CAPACITY = 341 s.f. X .5 G/MIN/s.f. 170 G/M OR 1 ,367 ft3/HR. DATE AP\"t �H. i) �V . P.L.S., P.E. 939 main st. yarmouth, ma 02675 —.-56-- EXISTING GRADE 97-031 I