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Home My WebLink About0734 CRAIGVILLE BEACH ROAD - Health %34 Craigville Beach Lane Centerville P A = 226 140002 I i ,12543 4lo.53LOR u.A-TINGS.MN s T3- o �1 No. '0 L O Entered en computer: THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION - TOWN OF BARNSTABLE, MASSACHUSETTS Yes pplication for �Dizpogal 46p5tem Con0truction Permit Application for a Permit to Construct O Repair(ti)' Upgrade O Abandon O ❑.Complete System ❑Individual Components Location Address or Lot No. �3c� d l�� Ilie , 'Owner's Name,Address,and Tel.No. c e Assessor'sMap/Pazcel , (� �!/�� AIGr" �`'e'P-S�� Installlle�r's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) S gpd Design flow provided a /O 5V-96 gpd Plan Date Number of sheets Revision Date Title Size of Septic Tank Type of S.A.S. Description of Soil Nature of Repairs or Alterations(Answer when applicable) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. n Signed Date Application Approved by 13 Date Application Disapproved by: V Date for the following reasons Permit No. 02 0 b 7- — q}l Date Issued 10 v(Q d Jr�'a •.�•„ �,� ` �F% e � +w � �� ..� FS.._ � ,`A J ��.�"ej'..",q �W+1,�'�9,°�da:.:r..�n. "v+"`��.i°`.... i,)M�a _ ate✓ ll �, /<, ,� � No. 71.. Entered in computer: qJ1 THE COMMONWEALTH - F MASSACHUSETTS Yes PUBLIC HEALTH-DIVISION, - TOWN OF BARNSTABLE, MASSACHUSETTS Y 1ppftratio�, for Mitpotal *pgtem `Cbn0tructton Vertu Application for a Permit to Construct O Repair(ma)-Upgrade( ) Abandon O ❑ Complete System ❑Individual Components Location Address or Lot No. -731-1 &*0S V 1 e Ve4,i'Owner's Name,Address,and Tel.No. Assessor's Map/Parcel22 6 0 � ��w Installer's Name,Address,and Tel.No. Designer's Name,Address and Tel.No. SK N Type of Building: Dwelling No.of Bedrooms Lot Size sq. ft. Garbage Grinder ( ) Other Type of Building No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) 5 d gpd Design flow provided oZ 6 1 < S t) IJ0 gpd Ian Date Number of sheets Revision Date Title Size ,Septic Tank L Type of S.A.S. t Description of Soil f k , "- Nature of Repairs or Alterations(Answer when applicable) Date last inspected: ".� Agreement: r The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance hasbeen issued by this Board of Health. .-----^-'- t Signed Date 0,4 / Application Approved by �- Date Application Disapproved by: Date for the following reasons A Permit No 1 d,0,6 7�'' � Date Issued to-it -d 'r ------ 5 THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE, MASSACHUSETTS (Certi f cate of Compliance THIS IS TO CERTIFY,that the On-site ewage i osal System Constructed ( ) Repaired ( ) Upgraded Abandoned( )by at 234 has been constructed in accordance with the provisions of Title 5 and the for Dis osal System Construction Permit No. :2004 ' I 7 I dated 10'I Q o Installer S w<-r Designer wxE #bedrooms t Approved design flow t gpd The issuance of his ermit shall not be construed as a guarantee that the system I unction as designed. C7 Date Inspector —--————————————————————————————————————�—. No. 20 7—4 7' Fee /S v i THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION—BARNSTABLE, MASSACHUSETTS Xilluligpogar *p5tem Cow5tructton Vermit Permission is hereby granted to Construct ( ) p 'r ( ) U grade ) Abandon ( ) System located at 7,3 and as described in the above Application for Disposal System Construction Permit.The applicant reco izes his/her duty to comply with Title S and the following local provisions or special conditions. Provided: Construction must be completed within three years of the date of this permit. Date !o—(9 -o� Approved by Town of Barnstable �VE Regulatory Services Thomas F. Geiler,Director s�wsrnar.E. ; .• Public Health Division Thomas McKean,Director 200 Main Street,Hyannis,MA 02601 Office: 508-862-4644 Fax: 508-790-6304 Installer& Designer Certification Form Date: Z !9 6 r Sewage Permit# y 7 I Assessor's Map\Parcel 2 i90-co z. Designer: S I.g he h - A U Ison R� Jt istallcr: Mass -Cc,ire Coots 4-. Address: 13ax1rr- I�J!Az Se - i Sgyc4 Address: 271 O l.2e- 5f 78 k)o,A S+. F4 av,r%ts L*'er.,lzrui/l¢ GZ.63z On 1 b 06 s'/� Wlass -Ca v2s Cv sf. was issued a permit to install a (date) (installer) septic system at 7 3 y -C pa,,d 1/G L3e.ae_4 i?44 based on a design drawn by (address) SL,=WX.r 14• WASQ-1 Ph& dated !0/y/ZoA7 (designer) _ I certify that the septic system referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State & Local Regulations. Plan revision or certified as-built by designer to follow. AUAN (Installer's Signature) +f.. 014 PGIs-"aa� , (Designer's Signature) (Affix Designer's Stamp Here) PLEASE RETURN TO-BARNSTABLE "PUBLIC HEALTH DIVISION. CERTIFICATE OF COMPLIANCE WILL NOT BE ISSUED UNTIL BOTH THIS FORM AND AS-BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HEALTH DMSION. THANK YOU. Q:Health/Septic/Designer Certification Form 3-26-04.doc C2cm7- 637J Q d O rL O x O 03 Zi rn -Tj CP nj / N 23'-4' _ . . O O O ' ry.ul .0 -lEI Q SIC ♦ Q• o it 6I 0 r All dimensions_size designations given are s' This is an original design and must not be Designed: 9/16/2007 subject to verification on job site and 20 = ' r p ranted: 9/17/2007 j TECHNOLOGIES ` released or copied unless a plicable fee has P adjustment to fit job conditions. been paid or job order placed. All Rooms.kit All Drawing#: 1 ,mov°.nR a q�.n.+°amu ,l,i•��. +� .,-.n°.,m.wow u®n �i ��Si-�124i• 29+• o — G Ir m : r j --._—.—_____—_____._� . n m „ Z a+ � f t u bArmt nnu must not oe LJeslgpetl:9/16/20l subject to'verification on job site and - TECHNOLOGIES iJ released or copied unless applicable fee Printed:9/17/2007 adjustment to fit job conditions. has been paid or job order placed. _ All Rooms.kit All(no dims) Drawing#: "': 39L-KSHWR-7__----- s __—_�____. _._--______—_—_._—. �?333 i I n --.TOIP LET 1 ',� a — 1 ij I We36722,V Fo 0TEP I O o. I � ! g i 1 �x fro Clt � C __ ✓✓I i TOILET-1 111 !. I i ll S+3U1S4,7F I ly I :,:.I f • Duoc: 1 P 075 P 306 1 O-1B-2007 2:02 BARNSTABLE LAND COURT REGISTRY DEED RESTRICTION WHEREAS, ALAN ISENSTADT, Trustee of ARCHER REALTY TRUST under a declaration of trust dated May 23, 1972 and registered as Document No. 166084(the "Trust"), with a mail address of P.O. Box 477 Centerville, MA is the owner of the land and building at 734 Craigville Beach Road, West Hyannisport, MA (hereinafter referred to as the "Property") and being shown as LOT 18. on Land Court Plan No. 8993C under Certificate of Title No..66A;6: 15507IZAr. WHEREAS, the said owner of the Property has agreed with the Town of Barnstable Board of Health to a restriction as to the number of bedrooms which can be included in any home located on said lot as a pre-condition to obtaining a disposal works construction permit in compliance with 310 CMR 15.000 State Environmental Code, Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage; WHEREAS, the Town of Barnstable.Board of Health, as a pre-condition to granting a disposal works construction permit for a septic system in compliance with 310 CMR . 15.200, State Environmental Code, Title 5, Minimum Requirements for the Subsurface Disposal of Sanitary Sewage, and authorizing the issuance of a building permit for the construction or remodeling of a single family home on this property, is requiring that the agreement for the restriction on the number of bedrooms in any house constructed on the lot be put on record with the Barnstable County Registry of Deeds by recording this document, NOW, THEREFORE, the said owners do hereby place the following restriction on his above-referenced land in accordance with his agreement with the Town of Barnstable 'Board of Health, which restriction shall run with the land and be binding upon all successors in title: 1. The dwelling located or to be located on the Property may have no more than five (5) bedrooms. 2. It is agreed that this shall be a permanent deed restriction affecting the Property. 3. It is further agreed that this restriction will terminate upon the connection of the Property to municipal sewer or when the Property is enlarged by acquisition of adjoining land allowing additional bedrooms under the then applicable provisions of the said State Environmental Code. For title see Certificate of title No. 5507y5. 6"4-4* ftr The undersigned hereby certifies that: 1. I am the sole trustee of the Trust and have full power and authority to execute and deliver the within document; 2. The Trust is in full force and effect and has not been modified or amended; 3. 1 have been authorized and directed by all of the beneficiaries of the Trust to take the action described in the-within document; and 4. All of the beneficiaries of the Trust are of full age and competent to act and the undersigned is not the sole beneficiary of the Trust. Executed as a sealed instrument thiss day of Or4ober, 2007. A ISENST TRUSTEE COMMONWEALTH OF MASSACHUSETTS Barnstable, ss: On this day of October, 2007, before me, the undersigned notary public personally appeare ALAN ISENSTADT, Trustee as aforesaid, and proved to me through satisfactory evidence of identification, which were Massachusetts drivers licenses, to be the persons whose names are signed on the preceding or attached document, and acknowledged to me that he signed it voluntarily for its stated purpose. a N- JotiF;rA6ublic My commission expires: * P` JA)A E.SPRAGUE o Mas �u•: nweelth of Massachusetts My Co'r,n fission moires Febutry 13,2009 BARNSTABLE COUNREI TY A TRUE COPys DEEDS -Vt� J � � M �€�1 �- BARNSTABLE REGISTRY OF DEEDS Town of Barnstable Barnstable Y k ` ""XAS& ' Board of Health gaM p's639. b 200 Main Street, Hyannis MA 02601 2007 Office: 508-8624644 FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi October 16, 2007 Mr. Stephen Wilson, P.E. Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 RE: 734 Craigville Beach Road, Centerville A= 226 — 140-002 Dear Mr. Wilson, You are granted variances on behalf of your client, Alan Isenstadt, Trustee, to construct an onsite sewage disposal system at 734 Craigville Beach Road, Centerville. The variances granted are as follows: 310 CMR 15.405(c): To construct soil absorption system by 25% smaller than required by the State Environmental Code. 310 CMR 15.211: To place the soil absorption system five (5) feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: To place the soil absorption system ten (10) feet away from the foundation wall, in lieu of the twenty (20) feet minimum setback required. ✓ These variances are granted with the following conditions: (1) No more than five (5) 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 applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds / restricting the property to five (5) bedrooms maximum. A copy of the Q:\WPFILES\W lsonlsenstadt734Craigvillel3eachRoad2007.doc recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in substantial conformance with the revised engineered plans dated October 4, 2007 (signed October 5, 2007). (4) 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 dated October 4, 2007 (signed October 5, 2007). These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to it's close proximity to wetlands. Sincerely yours, Wayne Miller, M.D. Chairman Q:\WPFILES\Wlsonlsenstadt734CraigvilleBeachRoad2OO7.doe Town of Barnstable P# ��p 1HE tOk o Department of Regulatory Services � SARNSTABLE. Public Health Division Date 34 9 MAB& 200 Main Street,Hyannis MA 02601 $0 MAC f Date Scheduled IT ii-ne Fee Pd. 00 Soil Suitability Assessment for SewageDisposa 0 a Performed B Witnessed B : y �l•t�lntN t� W r�Sch� L Y. LOCATION & GENERAL INFORMATION l Location Address �� 2m� �� Owner's Name Arct,cr (2,77 7,3y Gvu,�u, r?o v77 C�„�..%ffe Address C��ILr�,ILti YIIEI v2G3Z Assessor's Map/Parcel: y110l. 2." j hot 14(8-00"Z Engineer's Name S}caVic-, 1/4, U,(%Pu l JL2e Ga-4*0 1,44, . NEW CONSTRUCTION X REPAIR X Telephone# B02 e Land Use 1QesLKF►aJl Slopes(%) Surface Stones Distances from: Open Water Body ft Possible Wet Area 1001'17 1t Drinking Water.Well ft Drainage Way It Property Line $ 14 Other ft SKETCH:(Street name,dimensions of lot,exact locations of test holes&perc tests,locate wetlands in proximity to holes) G r - or e PLAN'0993C 'X ZONE 9: T••Wig1.. '.rvtt/�{Mu i a7IM ! 'Al ZONE C ! C J ?•w EN OVL+E BEACH ROAD Cx7 Parent material(geologic) GtKial Ou fwc4h Depth to Bedrock rrt Depth to Groundwater: Standing Water ill Hole: . Weeping from Pit Face Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in. Depth to soil mottles: Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index Well# Reading Date: index Well level Adj.factor Adj.Groundwater Level_ PERCOLATION TEST Date Timc L�0-06rl Observation ir1 r Hole# 1 _ Time at 9" 1 M,1 _ t Depth of Perc tep t' Time at 6" 10'.(-z Start Pre-sonk Time a 10'.12— Time(9%6".) /0 mh ClC1 End Pre-soak 1011 2'7 Rate Min./Inch Site Suitability Assessment: Site Passed .X Site Failed:. Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- *If percolation test is to be conducted within 100' of wetland,you must first notify the (� Barnstable Conservation Division at least one(1) week prior to beginning. Q:HEALTH/W P/PERCFORM DEEP OBSERVATION HOLE LOG Hole# Depth from _ Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling. `(Structure,Stones,Boulders. Consistency.%Gravel) p S" Ap .?C1 1`4ndy 409M 0 s5rri /�y4 CZ meais+► S4A*0 lO `1C DEEP OBSERVATION HOLE LOG Hole# 2 Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Gravel) C1 YY1cuQw.h Sa&J 10 Y K S/F IZo�� I Yy+ r:1. WIcLf w�+, S.na 1 v YIZ '7G DEEP OBSERVATION HOLE LOG Hole# Depth.from Soil Horizon Soil Texture Soil Color Soil Other SuKace(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency.%Grayell DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency,%Grayell Flood Insurance Rate Mat): Above 500 year flood boundary No '! Yes Within 500 ye, boundary No X Yes Within 100 year flood boundary No_ Yes)C Dentlt of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughout the area proposed for the soil absorption system? cs If not,what is the depth of naturally occurring pervious material? Certification I certify that on r 49S (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with the required training expertise and experience described in 310 CMR 1MIT Signature Date `< o Q:HEA.LTH/WMERCFORM �+ TOWN OF BARNSTABLE �, LOCATION �� Gu�V �`_U ,(e. (,�JSEWAGE# ��7 VILLAGE f��q ASSESSOR'S MAP&PARCEL INSTALLERS NAME&PHONE NO._nc,ts)A n�(A �0r SEPTIC TANK CAPACITY kA600 -)t FIQ.m o \UDb, i a 0 LEACHING FACILITY:(type) `_:_.y`kf—,(., -)S J (size) f y M_ X v� NO.OF BEDROOMS `L OWNER PERMIT DATE: 1®I \y J-;JO 1b COMPLIANCE DATE: a Separation Distance Between the: _ Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility �2( \wc ,,Feet Private Water Supply Well and Leaching Facility(If any wells exist on site or within 200 feet of leaching facility) '?V4A Feet Edge of Wetland and Leaching Facility(If any wetlands exist r within 300 feet of leaching facility) $m e,V IUD Feet FURNISHED BY )"Pv I-T 30 G ID -)Cos* c TOWN OFBA.RNSTABLE226- 140-002 9 U3 LOCATION 734, 760 7607t C2a ivii e S W� iE # Beach / oa VILLAGE ASSESSOR'S.MAP & LOT INSTALLER'S NAME&PHONE NO. Z n-3 R e c; i o n SEPTIC TANK CAPACITY 2500 LEACHING FACELITY: (type) 20 G a i i i e.6 (size) 4 8'X 8'X 4 ' X 2 NO..OF BEDROOMS BUILDER OR OWNER buy Co het t PERMIT DATE: 817103 COMPLIANCE DATE: 817103 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 fee of leachi fa 'lity) Feet Furnished b C., o a J / � Y 00 7 " �y c /�A /G V eAcfr /�t7 4 q„ Town of Barnstable Barnstable x 9MASS.`� Board of Health �t639. 200 Main Street, Hyannis MA 02601 2007 Office: 508-862-4644 FAX: 508-790-6304 Paul Canniff,D.M.D. Junichi Sawayanagi October 16, 2007 Mr. Stephen Wilson, P.E. Baxter Nye Engineering and Surveying 78 North Street Hyannis, MA 02601 RE .7,34 CralguiII Beach Road,,Center,.vllle A 226 140-002" Dear Mr. Wilson, You are granted variances on behalf of your client, Alan Isenstadt, Trustee, to construct an onsite sewage disposal system at 734 Craigville Beach Road, Centerville. The variances granted are as follows: 310 CMR 15.405(c): To construct soil absorption system by 25% smaller than required by the State Environmenta''Code.. 310 CMR 15.211: To place the soil absorption system five (5) feet away from the property line, in lieu of the ten (10) feet minimum setback required. 310 CMR 15.211: To place the soil absorption system ten (10) feet away from the foundation wall, in lieu of the twenty (20) feet minimum setback required. These variances are granted with the following conditions: (1) No more than five (5) 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 applicant shall record a properly worded deed restriction, signed by the owner of the property, at the Barnstable County Registry of Deeds / restricting the property to five (5) bedrooms maximum. A copy of the Q:\WPFILES\W lsonlsenstadt734CraigvilleBeachRoad2007.doc recorded deed restriction shall be submitted to the Health Agent prior to obtaining a disposal works construction permit. (3) The septic system shall be installed in substantial conformance with the revised engineered plans dated October 4, 2007 (signed October 5, 2007). (4) The designing engineer shall supervise the construction of the onsite sewage disposal system and shall certify in writing to the Board of Health t that the system was installed in substantial compliance with the revised plans dated October 4, 2007 (signed October 5, 2007). These variances are granted because the physical constraints at the site severely restrict the location of the soil absorption system due to it's close proximity to wetlands. Since I yours Wa ne Iler, M.D. Chairm Q:\WPFILES\W1sonlsenstadt734Craigvi 11eBeachRoad2007.doc d t1iE DATE: C = FEE: EARNSTASM • MASS. 163p. �� REC. BY TC'F Town of Barnstable SCHED. DATE: )Q" C7-7 Board of Health 200 Main Street, Hyannis MA 02601 Office: 508-862-4644 Wayne A.Miller,M.D. FAX: 508-790-6304 Paul J.Canniff,D.M.D. VARIANCE REQUEST FORM LOCATION Property Address: 7 34 GreTlle. 3er_ck P&*.Q . Ce t4krrv.16 Assessor's Map and Parcel Number: 2.Z61 /M0-o e 2 Size of Lot: 9,9 85I t a Wetlands Within 300 Ft. Yes ie Business Name: No Subdivision Name: APPLICANT'S NAME: P&rkcr Qu,llj Ti-ys} Phone Did the owner of the property authorize you to represent him or her? Yes X No PROPERTY OWNER'S NAME CONTACT PERSON Name: A.,-y,,- A_ Isewsta l+ . In. Name:mph„ A Ltl scn F- 6z+cF�.- Address:Address: o. Gast M77 . Lr.,/�r✓./lr �7g ��}I, }(—ut Phone: Phone: SOS- 77l-'7 SdL esc1-�3 VARIANCE FROM REGULATION(List Reg.) REASON FOR VARIANCE(May attach if more space needed) •- e NATURE OF WORK: House Addition ❑❑❑❑❑❑ House Renovation It Repair of Failed Septic SystemzP �i 1 -70 Checklist (to be completed by office staff-person receiving variance request application) Please submit copies in 4 separate completed sets. ( C� Four(4)copies of the completed variance request form _ Four(4)copies of engineered plan submitted(e.g.septic system plans) J 1 _ Four(4)copies of labeled dimensional floor plans submitted(e.g.house plans or restaurant kitchen plans) _ Signed letter stating that the property owner authorized you to represent him/her for this request _ Applicant understands that the abutters must be notified by certified mail at least ten days prior to meeting date at applicant's expense (forTitle V and/or local sewage regulation variances only) Full menu submitted(for grease trap variance requests only) _ Variance request application fee collected(no fee for lifeguard modification renewals,grease trap variance renewals[same owner/leasee only], outside dining variance renewals[same owner/leasee only],and variances to repair failed sewage disposal systems[only if no expansion to the building proposed]) — Variance request submitted at least 15 days prior to meeting date VARIANCE APPROVED Wayne Miller,Chairman a NOT APPROVED Paul J.Canniff,D.M.D. �f REASON FOR DISAPPROVAL /l/ C:\Documents and Settings\decollik\Local Settings\Temporary Internet Fi1es\0LK1\VARIREQ.D0Cl y -k Town of Barnstable Geographic Information System September 18,2007 sJ `-,.226110 W 226131 #84 ... 226136 #5 225130002 #37 226132 226079 g #20 032 30 2213125 001 #7 •� #43 , 226133 #3611 226126 #46 226129 N #5 1 O 226134 , Z #46 . . --..- � 226128005 • #61 226179 226128001 #70 #60 226128004 #71 / i;::,.;r;'r:>:'i•` 226128006," #70 - � - 226127 #SO 0 2261�28003 226128002 226140001 `: :.' ^' #718 #780 .. g�•AGK I�OaO 226193 #10 0 54 Feet ' 226145 226146002 #10 7n #11 DISCLAIMERS:This map is for planning purposes only. It is not adequate for legal Map:226 Parcel:140002 Adjacent(Please choose abutter list type) a boundary determination or regulatory interpretation. Enlargements beyond a scale of Selected Parcel Abutter List Type-Default buffer of parcels adjacent to the selected parcel ; 1'=100'may not meet established map accuracy standards. The parcel lines on this map are only graphic representations of Assessor's tax parcels. They are not true property Abutters boundaries and do not represent accurate relationships to physical features on the map such as building locations. Buffer *AbuterReport Page 1 of 1 Board of Health Abutter List for Map & Parcel(s): 1226140002' Direct abutters (no set distance) and the properties located across the street. Total Count: 5 Close Map&Parcel Ownerl Owner2 Addressl Address 2 Mailing CityStateZip 226128002 MARSHALL, 718 CRAIGVILLE CENTERVILLE, CHARLES H BEACH RD MA 02632 COURNOYER, COURNOYER, 155 BRIARWOOD SOUTHBRIDGE, 226128006 DONALD C& BARBARA A AVE MA 01550 226135001 PENDERGAST,JOHN PENDERGAST MARIE P 0 BOX 576 CENTERVILLE, J JR&ANN D TRS AVE RLTY TRUST MA 02632 �4A992 PO BOX 477 LE, Tip D4A.93Fa32.. DAVID, STEPHEN T. KEARSARGE AVENUE WEST 226146002 TR REALTY TRUST PO BOX 269 HYANNISPORT, MA 02672 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 9/18/2007. i 1 http://www.town.bamstable.ma.us/arcims/appgeoapp/AbutterReport.aspx?type=BOH 9/18/2007 Transmittal Letter TO: _ Board of Health- 200,Main Street _ Hyannis, MA 02601 Attn: -— _ -• From: Stephen A. Wilson, P.E. Subject: V 73q C.&.t!%" A L 3e.&-c,. ►Q-1 Date: ; - �- 2.i- z-c�o� iMi We are sending you ®Attached ❑Under Separate Cover. 711) The following documents: ❑Prints❑Order of Conditions El Variance Approval❑Recording Slip ❑Septic S, stem Permit M ❑Notice of Intent®Others(^GR DATE QUANTITY DESCRIPTION Qj../f• a 7 a tie. �cllr.- oc.+ � - 2/- o Ont A d � Af chi These items are transmitted as checked below: ❑ For Your Use ❑ As Requested For Your Files ❑ For Review and Comment ❑ For Recording ® As Required Other: Additional Distribution ',(� r File No. 12-cXz7—o3-7 Baxter Nye Engineering&Surveying Phone:508-771-7502,ext.13 78 North Street,3rd Floor Fax: 508-771-7622 Hyannis,Massachusetts 02601 E-Mail:swilson@baiter-nye.com Transmittal etter5.doc September 191h, 2007 Board of Health Town Offices 200 Main Street Hyannis, Massachusetts 02601 Re: 734 Craigville Beach Road, Centerville Members of the Board, This letter is to inform the Board that I have authorized Stephen A. Wilson, P.E. to represent me for the varianc b ' g requested at the above noted location. Since , ABUTTOR NOTIFICATION LETTER Date: September 21", 2007 Re: Variance Request As an abutter please be advised that a Variance Request has been filed with the Barnstable Board of Health. Additional details are below: Applicant: Archer Realty Trust Address: P.O. Box 477 Centerville, Massachusetts 02632 Project Location: 734 Craigville Beach Road, Centerville Assessor's Map & Parcel: Map 226; Parcel 140-002 Project Description: Construct leaching system,reuse septic tank&pump chamber. Variances Requested: To allow a 25%in leaching system area. To allow a leaching system to be 5' off a property line in lieu of 10'. To allow a leaching system to be 10' off a foundation in lieu of 20'. Applicant's Agent: Stephen A. Wilson, P.E. Baxter Nye Engineering & Surveying 78 North Street Hyannis, Massachusetts 02601 Public Hearing: Town Council Hearing Room Town Hall—2nd Floor 367 Main Street Hyannis, Massachusetts 02601 October 9th, 2007; 3:00 pm #2007-037 VarianceAbuttondoc 11:11HIIIIIST011 COMPLETE • ON DELIVERY m Complete items 1,2,and 3.Also eomplee j7�t��q2na�ture .item 4 if Restricted Delivery is desired. Agent Print your namearil address on the reverse_ ressee so that we-can return the card to you. B. Received by(Printed Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, C,or on the front if space permits. 0 q'Z*1. Article Addressed to: D. Is delivery address different from item 1? ❑Yes H YES,enter delivery address below: ❑No Donald,C &Barbara A. CoumoY er 155 Briarwood Ave 3. S�A'ice Type Southbridge,MA 01550 1%Certified Mail ❑ Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑Insured Mail ❑ C.O.D. 4. Restricted Delivery?(Extra Fee) ❑ Yes 7006 1215s0 0003j7138 3420 , PS Form 3811,August 2001 Domestic Return Receipt 2ACPRI-03-Z-0985 UNITED STATES POSTAL SERVICE. F it CENTRAL fib A01 11 w: to • Sender:Please print your name,addresslnd�11P —ia *o�=.l �wm--. Stephen.A. Wilson Baxter N1'r Surveying & Engineering 78 North Street, 3rd Floor Q Hyannis, MA 02601 J � l 0 i I • 1 • I DELIVERY ■ Complete items 1,2,.and 3.Also complete R-ls ur F . "'" item 4 if Restricted Delivery is desired. '" ❑Agent ' ■ 'Print your name'anti address on the reverse ❑Addressee so that we can return the card to you.. ved b ( d am) C. livery ■ Attach this card to the back of the mailpiece,or on the front if space permits. very ad ess differ from item 1? ❑Yes 1. Article Addressed to: - if YES,enter livery a dre s below: ❑No Pendergast,'Marie Ave Rlty Trust it 'John J. Peridergast'Tr 'P.O. Box"576 + � ` s. s�iceType Centerville,ML�S,,`02632 ®Certified Mail ❑Express Mail ❑ Registered ❑ Return Receipt for Merchandise ❑Insured Mail ❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. At I ?qq 2150 0003 =7i.138 34061 (T 3 "s Pi T s ifiI! " PS Form 3811,August 2001 Domestic Return Receipt 2ACPRI-03-Z-0985 i UNITED STATES POSTAL SERVICE: ^ �s "; 45�Fp I. • Sender:Please print your name,address,and Zllirs box • Stephen A. Wilson Q, Baxter Nye Surveying& D� Engineering 78 North Street, 3rd Floor Hyannis, MA 02601—_ Iflitt!l�ala�ita�taaasta�laa{l;laa�atlaa�Itiftia�aalalttltlt3l ABUTTOR NOTIFICATION LETTER Date: September 21", 2007 Re: Variance Request As an abutter please be advised.that a Variance Request has been filed with the. Barnstable Board of Health. Additional details are below- Applicant: Archer Realty Trust Address: P.O. Box 477 Centerville,Massachusetts 02632 Project Location: 734 Craigville Beach Road, Centerville Assessor's Map & Parcel: Map.,226;TParce1,.140=002L- 3 ... r.! r . 7, Project Description: Construct leaching system,reuse septic tank&pump chamber.- Variances Requested: To allow a 25%in leaching system area. T6 allow a leaching system to be 5' off a property line in lieu of 10'. To allow a leaching system to be 10'-off a foundation in lieu of 20'. Applicant's Agent: Stephen A. Wilson, P.E. Baxter Nye Engineering & Surveying 78 North Street - Hyannis, Massachusetts 02601 Public Hearing: Town Council Hearing Room Town Hall—2nd Floor 367 Main Street Hyannis, Massachusetts 02601 s - October;9T,�2007, 300 pm #2007-037 VarianceAbuttmdoc ..iV. . COMPLETESENDER: COMPLETE THIS SECTION • ON DELIVERY .. ■'Complete items 1,2,and 3.Also complete A. Signature . item 4 if Restricted Delivery is desired. ❑Agent ■ Print your name and address on the reverse X ❑Addressee a SO that we can return the card to you. B. Received by(Printed Name) C. Date of Delivery --� ■ Attach this card to the back of the mailpiece, or on the front if space permits. i D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to: if YES,enter delivery address below: ❑No j i I �Kearsz rt e Avenue Realty Trust Steohe a T. David Tr .P.O. Box 269 I s. se Ice Type West t annis ort, MA 02672 IN Certified Mail ❑ Express Mail � h � ❑ Registered 0 Return Receipt for Merchandise ❑Insured Mail .❑C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 7006 2150 0003 7138 3 r� 413 - {{ PS Form 3811,August 2001 Domestic Return Receipt 2ACPRI-03-Z-0985 f t iIIIf r i fff ff ' ! i i/ .{{7 %--I gF r�T� i f f t fif f V�dg"ZO � � ::�: .� �11�IIIIIII'lIIfI I lifitrlI1111i.I�1Ir'rlffllllj�l�blrll�l� obikj NOj 01 3-teldmn M ®�3vS fC:tClk� SW M"tCtE'dUM&j-t30 ION[ � FfMON3S; Od, f+ti,Hf"tj--3 i i Isn.z1 XJIL1a21 onu0 nA gEiV ll -' ............ O�s Q Sm� ErlhE 9LTL E000~ 05'L2 900E �- 1 3 nu3s .iso.: _ yiJnl' T09Z0 VW `siuuL'XH �' Z I.,. 0-COZZ :tooi 3 1 S as.1t uuoN SL p.i£ '"" .... $urfCanjnS W 'dug aXN jalXt'B. Baxter Nye Engineering & Surveying 78 North Street,3rd Floor,Hyannis,Massachusetts 02601 September 191h, 2007 Board of Health 200 Main Street Hyannis, Massachusetts Re: Variance Request 734 Craigville Beach Road, Centerville Members of the Board, On behalf of my client,Archer Realty Trust, I am submitting the attached variance request to allow a new leaching system to be constructed. This house (constructed in 1958) used to be part of the Tradewinds Hotel was connected to the septic system for the hotel by a force main and pump chamber. The proposal for this site is to reuse the existing septic tank/pump chamber and construct a leaching trench between the house and Craigville Beach Road. A copy of the specifications for the septic tank and pump chamber are enclosed with this request. The three variances being requested fall within 310 CMR 405: Contents of Local Upgrade Approval and are listed on the plan. If you have any questions or comments please call me directly at 508-771-7502, ext.13. Sincerely, St en A. Wilson,P.E. encl. - #2007-037 VarienceL.etter.doc Phone (508) 771-7502; Fax(508) 771-7622 S i BARNSr,BIE. last. Town of Barnstable Zoning Board of Appeals Decision and Notice Appeal 2005-065 - Special Permits -Tradewinds Inn Section 240-94A, change of a nonconforming use to another nonconforming use and Section 240-93B, alterations/expansions in preexisting nonconforming building or structure. To change,extend,alter/re-construct a nonconforming 46 bedroom hotel&restaurant to 21 unit multi-family development. Summary: Granted with Conditions Petitioner: Tradewinds Inn Property Address: 780 Craigville Beach Road,Centerville,MA Assessor's Map/Parcel: Map 226,Parcel 140-1 Zoning: Residence B&Residence C Zoning Districts Relief Requested & Background: The locus is the"Tradewinds Inn", a 46-bedroom commercial hotel and 125-seat restaurant. The use of the property is nonconforming as it is a commercial use located within single-family zoning districts. The applicant is seeking to redevelop the property's multi-family with 21 two-bedroom townhouse units and associated site improvements including parking, a swimming pool and tennis court. The Inn encompasses two lots, as shown on Assessor's Map 226,parcels 140-001 and 140-002, addressed 734 and 780 Craigville Beach Road, Centerville. The two lots total 5.51 acres and are developed with four principal buildings. Both lots are owned by the Archer Realty Trust, Alan Isenstadt,Trustee. Today,the applicant is seeking special permits for one of the two lots -Assessor's Map 226,parcel 140-001 which is the larger of the two lots containing 5.28 acres and three of the four structures—aka 780, 760 and 760A Craigville Beach. The applicant is seeking to convert those three structures totaling 16,807 sq.ft. of living area and containing the restaurant, to 21 two-bedroom townhouse units. From the plans presented, 21 indoor garage spaces are proposed and 27 outdoor paved parking spaces are provided for the residents and visitors. In addition to the tennis court, a 20 by 40 foot outdoor pool is planned and two screened dumpsters are provided for the 21 units. Two curb-cuts, one an entrance drive and the other an exit drive, are proposed. A third curb-cut is to be gated and used only for emergency access. Procedural&Hearing Summary: This appeal was filed at the Town Clerk's Office and at the Office of the Zoning Board of Appeals on July 18,2005. An Extension of the Time Limits for holding the public hearing and for the filing of the.decision was executed between the applicant and the Board Chairman. A public hearing before the Zoning Board of Appeals was duly advertised and notice sent to all abutters in accordance with MGL Chapter 40A. The hearing was opened August 10, 2005 and continued to September 14, 2005, at which time the Board found to grant the special permit with conditions. Board Members assigned were, Gail Nightingale,Randolph Childs, Sheila Geller, Jeremy Gilmore, and Chairman Daniel M. Creedon Attorney Michael Ford represented the Applicant before the Board. Also present was Craig Short, P.E. and Mr. Gordon Clark,Northside Design Architects. Mr. Alan Isenstadt, Trustee of the Archer Realty Trust was also present during the hearing. Mr. Ford noted that the applicant is seeking a special permit to change a nonconforming restaurantihotel into a 21-unit condominium complex(multi-family)with each unit containing 2 bedrooms. He cited that the area of the buildings would also be altered and expanded to accommodate the new use. He presented a brief history of the property,predating it to 1929 when it was the Wainright Estate. He explained the existing conditions of the nonconformities. Mr. Ford stated that the site is located in an environmentally sensitive area and the wetland and health issues constrained much of the development. Mr. Ford stated that the change from commercial hotel to multi- family would be more compatible with the neighborhood. With reference to the initial plans presented,Mr. Ford noted that the applicant is still working with Site Plan Review and the Building Commissioner to j, assure all requirements are met. He presented the plans noting that the buildings on site would be raze and replaced with a series of connected buildings. The plans have been approved by the Conservation Commission and by the Board of Health. Mr. Ford noted that more site area would be preserved as a buffer to the wetlands and that on-site wastewater disposal would be reduced from 8,700 gal.per day to 4,620 gal.per day as calculated under Title V. Mr. Short noted that the proposed septic system will treat to 15 ppm at the edge of the property. Parking needs of 95 spaces are needed and there are only 86 spaces. There was discussion about the reduction of parking on site and putting more into impervious. Traffic will be less than that of a motel etc.because the units will be privately owned. There would be a less intense use even during the summer. Plans for the units and buildings were presented by Mr. Gordon Clark of Northside Design. He addressed the issue of the number of stories and cited that: there will be no living space is in the attic area,there will be only 2 floors of living area, and the buildings will conform to all zoning and building code requirements for the intended use. The Board and Mr. Ford discussed the plans initially presented with the applicant. Changes were requested and the applicant agreed to investigate those changes and prepare plans for review. The Board questioned what was the applicant's plans were for the smaller lot. Mr. Ford stated that the applicant is aware that there no longer could be a nonconforming use and it would have to conform to single-family use. However,he suggested that the structure on this smaller lot could be used for affordable units as the affordable requirement would have to be satisfied prior to the issuance of the building permit Public comment was requested. Tony Balsamo,President of Christian Camp Meeting Association reads letter expressing concerns for Lake Elizabeth and neighborhood beautification. Jim Lane,President of Redly Apartment Association stated that the Tradewinds offers a positive proposal. Gabrial Facker, Clergyman, Craigville Village, also cited concerns for Lake Elizabeth. Charles Marshall, a Member of Craigville Beach Road Association sited concerns for the location and its environment. Wayne Kurker, direct abutter supported the proposal. Also speaking in support were; Kevin O'Neil, John Pendergast, Jr., John Troy,Tim O'Keefe, Stefan Seidner and Mrs. Julia Gavitt. Mr. Seidner did cite concern regarding traffic and pedestrians and Mrs. Gavitt,noted concerns for certain design aspects. The Board requested the applicant look into those issues when the plans are further refined. The hearing was continued to September 14, 2005. 2 At the continuance,it was noted that Board Member, Jeremy Gilmore was not present and if the applicant proceeded with a four member board all of the votes would have to be in the affirmative for a grant of the appeal. Mr. Ford agreed to proceed with the four members present. At that continuance,revised site and architectural plans and a September 14,2005 Memorandum from the Building Commissioner were received. The Board and applicant reviewed those plans and a short summary of the proposal was presented by Mr.Ford. Public comment was requested and a Mr. Gerald C. Tucke of 20 Marie Avenue spoke in opposition. He stated that he had not received public notice. The Board reviewed that issue and it was determined that he was not within that area required under MGL Chapter 40A for notification to be sent. He expressed concerns that recent improvements in the area had led to flooding in his basement and he was concern that the proposed development would exasperate the situation. The Board determined that a condition should be imposed that all drainage from the site would be contained on the site. Findings of Fact: At the hearing of September 14, 2005,the Board unanimously made the following findings of fact: 1. Appeal 2005-65 is that of the Tradewinds Inn for property addressed 780 Craigville Beach Road, Centerville,MA as shown on Assessor's Map 226,Parcel 140-1. It is in a Residence B and C Zoning Districts. 2. The subject lot is the"Tradewinds Inn", a 46-bedroom commercial hotel and 125-seat restaurant. The use of the property is nonconforming and the applicant is seeking to redevelop the property as multi- family with 21 two-bedroom townhouse units and associated site improvements including parking, a swimming pool and tennis court. 3. According to the Town of Barnstable records,the Inn encompasses two lots, as shown on Assessor's Map 226,parcels 140-001 and 140-002, addressed 734 and 780 Craigville Beach Road, Centerville. The two lots total 5.51 acres and are developed with four principal buildings. 734 Craigville Beach is developed with a single building of 2,990 sq.ft.,built in 1958. 780 Craigville Beach is developed with three structures totaling 24,686 sq.ft., apparently rebuilt in 1952. The larger structure, 18,951 sq.ft. houses hotel rooms, and a 125-seat restaurant. The two smaller structures on the lot(aka 760 and 760A Craigville Beach) apparently house additional hotel rooms. There also exists a dilapidated shed on the property. 4. Both lots are owned by the Archer Realty Trust,Alan Isenstadt,Trustee. Both have been owned by the Trust since June of 1972 as evidenced by deeds recorded in the Barnstable Registry of Deeds as Certificate Nos. 55074 and 55075. Both of the lots are also subject to the same mortgages and in December of 1987 were granted Special Permit 1987-84 to allow for the expansion of the nonconforming use. That permit was issued to Jeff Sollows and Douglas Lebel as Trustees of S.L.S Trust,however, it was never implemented. 5. The applicant is seeking a special permit for one of the two lots, 780 Craigville Beach Road, containing 5.28 acres and three structures—aka 780, 760 and 760A Craigville Beach. The applicant is seeking to convert the property to 21 two-bedroom townhouse units. The proposed new buildings are described as: 3 • "Building A", estimated at 226 by 36 feet, converted to 8 living units within the existing footprint (Unit Nos. 1 to 8). • "Building B 1" and"Building B2"a new structure estimated to measure 136 by 40 feet. The two halves are connected by a covered roof structure and each half is to be two units for a total of 4 living units, (Unit No.s 9, 10, 11 & 12). • "Building C"is a proposed new structure, estimated to measure 96 by 40 feet and containing 3 living units (Unit No.s 13, 14& 15). • "Building D"is also a 96 by 40 foot building containing 3 living units (Unit No.s 16, 17 & 18). • "Building E"is located to the eastern side of the property and estimated to measure 110 by 40 feet containing 3 living units, (Unit No.s 19,20&21). 6. From plans presented,Buildings A through D are three level structures with parking garages on the lower level (with the exceptions of the lower level of Units No. 4, 5, 6, 7, 8, and 16). Building E appears to contain garages and living area on the lower level with bedrooms above. 7. In addition to the 21 indoor garage spaces,there is one space provided in each of the garage drives plus 27 uncommitted outdoor paved parking spaces for a total of 69 on-site parking spaces for the residents and visitors. In addition to a proposed tennis court, a 20 by 40 foot outdoor pool is planned and two screened dumpsters are provided for the 21 units. 8. Revised site plans for the development consisting of a total of seven(7) sheets have been submitted to the file. Those plans consist of Sheets 1 to 5 entitled"Proposed Construction for Tradewinds" as drawn by Craig R. Short,P.E., dated July 26, Last revised September 13, 2005, scaled 1"=30',plus two addendum sheets. Copies of which have been entered into the file. 9. In order to qualify as a pre-existing legally-created,nonconforming use the use must predate the 1929 inception of zoning in the Town of Barnstable. A 1922 recorded plan(Land Court Plan 8993A) shows that the lot existed at that time, and the then existing structures located upon the lot. The size of a larger building would suggest that a use other than single-family residence may have existed at that time. That lot appears to have remained until the 1952 division of the land as per Land Court Plans 8993B and 8993C. 10. Section 9-4D of the Code of the Town of Barnstable—Inclusionary Affordable Housing requires two units of housing to be dedicated in perpetuity as affordable. The applicant has agreed to meet this requirement to the satisfaction of the Barnstable Housing Committee. 11. With respect to the requirements of Section 240-94A: • On January 25, 2005,the Board of Heath approved the proposed on-site septic system. That system was approved with dimensional variances to the location of the soil absorption system. • Regarding required parking,the existing use would require a minimum of 98 parking spaces. The proposed 21 multi-family units would require only 35 on-site parking spaces according to the Zoning Ordinance. • Traffic generations from a 125-seat restaurant and a 41-room motel would be considerably more than that generated for a 21-unit multi-family development. 4 • The proposed change in use would certainly not result in an increase of on-site and off-site noise, dust and odors,nor increase the hours of operation,number of tenants or number of employees. 12. With regards to the requirements of Section 240-94B: the proposed new buildings meet the required front, side and rear setbacks. However,the location of two of the new structures do not comply with the required 35-foot setback from wetlands. Building A, is located as it now exists,non-conforming, in that it is only 28.4 feet off the wetlands. Building E, that is to replace an existing structure,located 10.68 feet from the wetlands, is proposed at 30.23 feet. Although not conforming to the requirement of 35 feet, it is less intrusive than that which exists. In effect,the proposed alterations make it less nonconforming and more in conformance with the Zoning Ordinance overall. 13. This application falls within a category specifically excepted in the ordinance for a grant of a Special Permit. 14. After evaluation of all the evidence presented,the proposal fulfills the spirit and intent of the Zoning Ordinance and would not represent a substantial detriment to the public good or the neighborhood affected. 15. A site plan has been reviewed by the Site Plan Review Committee and that plan can be found approvable. Decision: Based on the findings of fact, a motion was duly made and seconded to grant the appeal with the following conditions: 1. This permit is issued in accordance with Section 240-94A, change of a nonconforming use to another nonconforming use to permit a nonconforming motel and its accessory uses to change to a multi-family use and Section 240-93B, alterations/expansions in pre-existing nonconforming building or structure to permit the structures located on the site to be altered and expanded. 2. 780 Craigville Road, Centerville-Assessor's Map 226,parcel 140-001 shall be limited to no more that 21 two-bedroom multi-family townhouse units and associated site improvements including parking, a swimming pool and tennis court. Development of the site shall be in accordance with plans submitted to the Board, entitled"Proposed Construction for the Tradewinds" as drawn by Craig R. Short,P.E., dated July 26, 2004, last revision date of September 13, 2005 and consisting of 5 sheets plus two addendum sheets. 3. The buildings to be built on the lot addressed as 780 Craigville Beach Road shall be as presented to the Board in plans submitted entitled"Proposed Tradewinds Town Houses, Centerville MA"as drawn by Northside Design Associates dated 9/2/05 and consisting of 12 sheets. 4. The applicant shall comply with the requirements of Section 94D of the Code of the Town of Barnstable—Inclusionary Affordable Housing that will require two units of housing to be dedicated in perpetuity as affordable. 5 5. Unless the Barnstable Housing Committee determines that another option exists to satisfy the Inclusionary Affordable Housing requirement and subject to approval of the Barnstable Housing Committee,734 Craigville Beach Road, Centerville-Assessor's Map 226,parcel 140-002 shall be limited to one structure containing a two-family dwelling(townhouse type units)to satisfy the Inclusionary Affordable Housing Requirements of Section 94D of the Code of the Town of Barnstable. Those two units shall dedicate in perpetuity to affordable housing units. To only be sold or rented to qualified households in accordance with the requirements of the Ordinance. 6. All of the structures shall conform to the residential height limitations and number of stories for the Zoning District and conformity as determined by the Building Commissioner. The area of the attic space shall be structured so that it is not usable as a habitable area. 7. Each of the units shall have a deeded or assigned garage space. 8. Development of both lots shall conform to and be maintained with any Order of Conditions issued or to be issued by the Conservation Commission. 9. On-site septic shall conform to all requirements of the Board of Health 10. Development shall conform to all applicable fire and building requirements for the use. 11. All development shall conform to the Section 240-34-Flood area provisions of the Zoning Ordinance. 12. The Master Deed shall include restrictions that the attic area and the garage area shall not be converted into habitable space and that the number of bedrooms shall not be expanded beyond that permitted by this decision. The Master Deed shall also contain all restriction, contained in this decision. 13. The units shall not be rented for less that a period of three months. This restriction shall be imposed on the applicant and incorporated into the master deed and bylaws of the association. 14. In the event that the Inclusionary affordable units are to be located at 734 Craigville Beach Road, then prior to the issuance of the lOtt'and 20th occupancy permits to the 21 unit development on 780 Craigville Beach Road, one affordable unit occupancy permit must be issued for an affordable unit on 734 Craigville Beach Road. 15. All mechanical equipment associated with the dwelling(air conditioners, electric generators, etc.) shall be located so as to conform to the required setbacks for the District and screened from neighboring homes and the public right-of-way. 16. During all stages in the demolition and reconstruction on the property, all vehicles, equipment and materials associated with the demolition/reconstruction shall be required to be located on-site and not within the required setbacks. At no time will any parking, storage or construction materials or items be permitted in the right-of-way of Craigville Beach Road and Marie Avenue. 6 17. The extent of development authorized in this permit shall be considered full build-out for the lot and the buildings and structures shall not be expanded in area or in footprint nor shall any other accessory structure be permitted without further permission from the Zoning Board of Appeals. 18. This decision must be recorded at the Barnstable Registry of Deeds and a copy of that recorded document must be submitted to the Zoning Board of Appeals Office and to the Building Division before any demolition or building permit is issued. The relief authorized must be executed within one year of the grant of this permit. 19. All run-off shall be contained on-site. 20. All lighting shall conform to the guideline of the Cape Cod Commission. The vote was as follows: AYE: Gail Nightingale,Randolph Childs, Sheila Geller,Daniel M. Creedon NAY: None Ordered: Special Permit 2004-65 is granted with conditions. This decision must be recorded at the Registry of Deeds for it to be in effect. The relief authorized by this decision must be exercised within one year. Appeals of this decision, if any, shall be made pursuant to MGL Chapter 40A, Section 17,within twenty (20)days after the date of the filing of this decision, a copy of which must be filed in the office of the Town Clerk. Daniel M. Creedon III,Chairman Date Signed I, Linda Hutchenrider, Clerk of the Town of Barnstable,Barnstable County,Massachusetts,hereby certify that twenty(20) days have elapsed since the Zoning Board of Appeals filed this decision and that no appeal of the decision has been filed in the office of the Town Clerk. Signed and sealed this day of under the pains and penalties of perjury. Linda Hutchenrider, Town Clerk lJ h R. F.GEISSER&ASSOCIATES CONSULTING ENGINEERS PROFESSIONAL REPORT BOX 1245 BOX 4145 DEDHAM, MA 02026 EAST PROVIDENCE,RI 02914 617-329-4430 401-438-7320 Professional Report TECHNICAL SPECIFICATIONS FOR DISPOSAL, WORKS CONSTRUCTION TRADE 4TINDS INN CRAIGVILLE, NA JAMJARY 30, 1984 JOB NLZMER 2309 Consulting Engineers R.F.Geisser&Assoc.Inc. P.O.Box 4145,E.Providence,R.I.02914.401-438-7320 P.O.Box 1245,Dedham,Mass.02026.617-329-4430 T TABLE OF CONTENTS I. GENERAL II. SCOPE OF WORK III. SEPTIC TANK IV. PUMPING STATION V. PUPATING STATION (ALTERNATE BID) VI. DISTRIBUTION BOX VII. LEACHING GALLERIES VIII. PIPING IX. PAVEMEPJT/GRASSED AREA RESTORATION X. ELECTRICAL XI. EXCAVATED MATERTAr S XII. GUARANTEE i I. GENERAL The Contract Documents, General Conditions are 'applicable to this and all sections. I - 1 S II. SCOPE OF WORK Work.covered under these specifications consists of construction of an on-site subsurface disposal system of Sanitary Sewage in strict accordance with requirements of 310 GIR 15.00 DeparbTent of Environmental Quality Engineering State Environmental Code Title 5, Minimum Requirements for Subsurface Disposal of Sanitary Sewage, and local Board of Health requirements. Work consists of furnishing all labor, material, and equipment and performing all operations in connection with the construction of an on-site subsurface disposal system of sanitary sewage, including, but not necessarily restricted to the following: 1. Excavation, backfill and compaction 2. Six (6) inch gravity sewer from Seabreeze Cottage, Lily Pond cottage and Sea Shore cottage to new septic tank and pump station. 3. New 4000 gallon precast sectional septic tank 5. Three (3) inch force main from new pumping station 6. New precast concrete distribution box 7. New precast concrete leaching galleries II - 1 �F II. SCOPE OF WORK Y 8. Washed stone filtering material 9. Removal of existing septic tank and backfill/ccarpaction of excavation now located in rear of Sea Shore cottage 10. Electrical work, including new air-cooled diesel emergency electrical generator and transfer switch, power and control interconnections to existing electrical panel in basement garage area of Sea Shore cottage, (including service entrance revamp. if required by Electric Utility Co.) , alarm signal transmission from pumping station to main desk area of existing Plain Buildin via leas home Tie. 11. Pavement restoration of all paved areas disturbed during construction plus .loaming and seeding of all non-paved areas disturbed during construction. 12. Secure and pay for any and all permits, utility company fees j and charges. II - 2 III. SEPTIC TANK Tank to be 4000 gallon, 1710" x 710" x 71911, precast reinforced concrete, 5000 PSI, ASTM A-615-79 Grade 60, 1" minimum cover, AASHTO HS-20-44 loading, with 24" manhole extension to grade, ccanplete with heavy duty cast iron manhole covers and frames. If ground water level '. proves to be greater then 3.5 feet below finish grade, tank must be ballasted to prevent floating. Any construction joints shall be sealed with 1" diameter butyl rubber or equivalent. Tees at inlet and outlet shall be cast iron. Tank shall be similar to Model ST 6 x 16 - 4 as manufactured by Rotondo Inc. III - 1 1 IV• PUMPING STATION (BASE BID) A. Furnish and install one (1) prefabricated reinforced concrete suspended type wet pit sewage pump station. Station shall be precast reinforced concrete construction. Manufacturer shall guarantee that all joints in pumping-chamber and entrance tubes are watertight. 1. Pmmmping station shall be ccuplete with two (2) non-clog sewage pumps, motors, four (4) water level float switches, steps, alu in-un a ladder, and entrance hatch. 2. Station shall be factory assembled and delivered to .job site with all equipment installed and guaranteed by manufacturer. Manufacturer's own personnel will ship and install station. Six copies of Operation Manuals shall be provided along with start up assistance to insure correct operation of system. B. PU,4P CHAMBER 1. Pump chamber shall be constructed of concrete reinforced for compressive strength to a minimum of 5000 PSI. Chamber inside dimensions shall be 10' x 5' with 8' headroom for 50 square foot station. The walls shall be 6" thick. The floor shall be 6" thick. The roof shall be 8" thick. Manufacturer shall seal all joints and openings to be watertight except for the inlet pipe. Wet well shall be 5'6" high, interior size. IV - 1 1._ IV. PUMPING STATION (BASE BID) 2. Butyl Rubber section joint sealer shall conform to latest ASTM C443 specification and Federal spec. -SS-S-210A. 3. Manhole steps shall be provided for, climbing in and out of the Wet Pita Steel reinforced Copolymer Polypropylene Plastic Step shall conform to latest AMI C478 Paragraph 11 Spec. 4. Ladder shall be aluminum, fabricated from aluminum alloy.T 6061C, with solid rungs welded to siderails. Ladder shall be ground flush and. held to the wall with brackets securely welded to siderails. All fasteners shall be stainless steel. 5. Covers shall be a Bilco type 5-50 aluminum hatch with hold open device and padlock hasps. Door will. have a spring latch with inside-outside handles. All hardware on hatch will be cadmium plated. Hatch shall be capable of withstanding a live load of 40 pounds per square foot. It shall be sealed and grouted in place. C. PAINTING 1. Top chamber walls and ceiling shall be finished with the following: A. One (1) coat of THOROSEAL PLASTER MIX B. Two (2). coats of Benjamin Moore IRON CLAD Epoxy Enamel Paint Floor will be tiled with 1" x 1" unglazed ceramic tile. Iv - 2 IV. PUMPING STATION (BASE BID) D. PUTS 1. Yeomans, Myers or Federal suspended type sewage ejectors capable of passing 2: solids.w Pumps to be rated at 77 GPM when pumping against a total dynamic head of 28 feet. { E. MOTORS 1. Motors to be 1 HP, 1725 RPM, 1 Phase, 60 Hertz 110 volt vertical drip proof, ball bearing, squirrel cage induction type. Motor shall have normal starting torque and normal starting current characteristics. Motors shall not over load beyond the nameplate rating when operating on the capacity-head curve. Motor bearing shall be in accordance with electric motor specification B-10. F. PIPING 1. Piping shall be of Class 53 C.I. cement lined with 125 lbs. flanges, asphalt coated exterior and painted. Fitting will be 125 lb. cast iron, flanged. Gate valves to be bronze fitted solid wedge with non-rising stem to conform to Federal Spec. WW-V-58A, Type 1, Class 1. Check valves to be horizontal swing type, cast iron and bronze fitted,. with a mimi= weight of 60 lb. Four (4) inch piping shall be joined to a common four (4) inch discharge. IV - 3 IV. PUMPING STATION (BASE BID) G. ELECTRICAL APPLIANCES 1. A sump pump capable of pumping 2400 gallons per hour against a total head of 10' shall be provided. It shall be adjusted to permit operation in a•3" deep sump and shall be of bottom suction design to reduce the chances of clogging. The discharge from the pumps shall be l4" PVC discharging as shown on- the plan to the wet well. The discharge Line shall include a 1;" PVC union near the pump followed closely by a A` bronze check valve and a 14" bronze gate valve placed on a 14" bronze close nipple. A ventilation blower capable of delivering a 350 CEM shall be provided and operated by a one hour cycle timer. The timer shall have a 30 second increment on-off operators. 2. Air.exhaust vent shall be 4" PVC with a return bend, with bird screen, 3. A 20 pint per day automatically controlled dehumidifier with adjustable humidity level shall be mounted in a wall frame. The drain froan the dehumidifier shall be piped to the sump with 314" flexible hose. IV - 4 IV. PUIPING STATION (BASE BID) 4. A 1430 watt wall mounted, single phase, 120 volt heater with a built in adjustable thermostat shall be provided. . 5. One dual bulb vaportight fluorescent light with body die formed of heavy gauge cold rolled sheet steel, phosphate primed to prevent corrosion and assure paint adhesion and finished in baked white enamel shall be provided. Fixture will be fully enclosed and gasketed for approved vaportight service with a one piece brake resistant lens. 6. One additional duplex receptacle electric outlet shall be provided to allow for the use of portable electric tools. H. CONTROLS 1. Panel shall include main circuit breaker, magnetic contactor, three (3) leg ambient compensated overload protection in three (3) phase, alarm buzzer, on-off-test switch, pump H-O-A switch, alternator on-off switch, pump run light, terminal strip, and ground bar. Pump controls will be designed to operate on 110 volt, I phase, 60 hertz electric power. Panel will be NENiA 1 designed for indoor mounting. IV - 5 I , TV. PU4PING STATION (BASE BID) 2. Water level float switches shall actuate sewage pumps in station. Switches shall be-polyerethane enclosed mercury switch and designed specifically for sewage pumping applications. FS-1 functions as the turn-off seitch and is set at the law water level in the wet well. FS-2 starts the pumping cycle and is set at the normal operation water level. FS-3 brings in the second pump and FS-4 shall actuate the high water alarm. I. TYPE 1. Station shall be similar in all respects to model. 102A4 or 102B4, Prefabricated Suspended Type Wet Well Pit Pump Station, as manufactured by Boydco. IV - 6 V. PUMPING STATION (ALTERNATE BID) A. Station shall be 10' x 5' x 6' x 4' interior dimensions, with manhole extensions to grade, complete with cast iron heavy .duty manhole frames, covers and steps. B. Station shall be factory assembled and delivered to job site with all equipment .installed. All joints and openings to-be sealed so as to be watertight. Station will contain ladder, two sewage pumps, internal cast iron piping, electrical controls, and internal wiring. C. PUMPS 1.. Two Myers, Federal or Yeomans submersible type sewage ejectors capable of passing 2" solids. Pis to berated at 77 GPM when pumping against a total dynamic head of 28 feet. D. MOMRS 1. Motors to be 1 HP, 1725 RPM, 1 Phase, 60 cycle, 100 volt submersible type. E. PIPING 1. Piping to be 4" PVC or cast iron. Gate valves to be bronze fitted double disk with non-rising stem. Check valves to be horizontal swing type, bronze fitted. All valves and fittings to be 125 lb. W.P. V - 1 i V. PLW]21G STATION (ALTERNATE BID) F. CONTMIS 1. Controls to be cabinet mounted and prewired duplex type. with ' fused disconnect switches, across-the-line magnetic starters, electric alternator, H-O-A selector switches, pilot lights, high water alarm with light, horn, and horn silencing switch, NEMA 1 for wall mounting in basement garage area of Sea Shore cottage. Pump actuating devices will consist of four polyurethane enclosed mercury float switches. G. TYPE 1. Station shall be similar in all respects to Model 203 Prefabricated Septic Tank Effluent Pumping Station as manufactured by Boydco. V .- 2 f �'I• DISTRIBUTION BOX A. Box shall be precast concrete type with baffle, reinforcement ASTM A-615-75, Grade 6-, 1" minimum cover, 4000 PSI, AASHO H520-44 heavy traffic loading, manhole extension to grade, with cast iron heavy duty manhole cover, frame and steps, size to 418" x 4'8" x 214" exterior size, four active outlet connections, one inlet connection, similar in all respects to Model BB-14 with baffle, as manufactured by Rotondo, Inc. 7 VI VI I. LEACHING GALLERIES ERIES A. Install galleries, in two rows, each raw to consist of two (2) end sections and eight (8) center sections. B. Gallery shall be precast concrete construction, 4000 PSI, reinforcement of'ASTM A-615-75, Grade 60, 1" minimum cover, AASHO H520-44, heavy design loading, similar in al respects to Model G444 as manufactured by Rotondo, Inca VII - 1 VIII. PIPING A. All gravity sanitary sewers may be either cast iron, heavy duty, or PVC heavy duty, slip type connections, with cast iron fittings ..or specials, with clean-outs to grade every 50 feet and each change of ;. direction. B. Force main shall be as "A" above,, with concrete blocks at each change of direction. C. Concrete encasement of both gravity and force main shall be furnished whenever sewer line shall be located within ten (10) feet of domestic cold water line or crossing of water line occurs, in which case sewer line shall be encased ten (10) feet either side of water line crossing. Encasement shall consist of six (6) inches of Class B concrete encasing sewer line. 1 VIII - 1 IX. PAVE ENT/GRASSED AREA RESTORATICIT i A. Restore Pavement to a point where remaining paving is. stable, cut in re-paving, repave with at least 12" of ccnTpacted, hot.mix, rolled with power roller, feather in all cut-in areas to match existing finish grades, so as to not interfere with existing drainage flaw. B. Restore all disturbed non-paved areas by placing four (4) inches of screened rich loam, hand raked and rolled, fertilized and seeded, or, sod at option of contractor, feathered in to existing grades, so as to not interfere with existing drainage flow, water and maintain to at least second cutting. C. Maintain both paved and non-paved areas, correct any settlement areas to satisfaction of owner, for at least a six (6) month period. IX X. ELECTRICAL A. Confer with local electrical and telephone utilities, obtain all permits, pay.all fees and charges for initial .installation, arrange with telephone y for telephone transmission _of alarm signao from .pumping station to, desk area of main building. Alarm assembly shall consist of, audible alarms, visual alarms and alarm silencer to still audible alarm and maintain visual signal until alarm condition is satisfied. B. Confer with local electrical utility regarding service capability_at Sea Shore cottage. If existing service cannot accamodate new electrical load at new pumping station, revamp service to accomodate new load and observe utility company recommendations regarding single or three phase service, and modify electrical characteristics of pumps, if so required. C. Emergency generator shall be as indicated on drawings, conplete with automatic transfer switch. D. Under base bid, pump station will be prewired. Contractor to extend service and alarm in separate conduits with two (2) feet mininn cover underground from Sea Shore cottage panel location to electrical X - 1 f X. ELECTRICAL control panel in station. Generator may be mounted on roof of station, or may be located at grade adjacent to garage area of Sea Shore cottage. If grade mounted, provide concrete pad at least twelve (1.2) inches above highest grade. Pad shall extend twelve (12) inches beyond overall dimensions of generator skids, depth sufficient to prevent frost upheaval of pad and sufficient to prevent any vibration when generator is operative. Chamber exposed pad edges at least 3/4 E. Under Alternate one bid, contractor shall perform all wising required at station, and shall supply and install within Sea Shore basement garage area, all controls, control panels, etc. , and extend underground to station and complete all connections. F. All electrical work shall conform to National Electric Code, J. State of Massachusetts and local municipal ordinances, requirements and codes. X - 2 XI• EXCAVATED MATERIALS A. Contractor to remove existing septic tank and dispose of same, off-site, without any additional charge to owner. B. Any excess excavated material not required for backfilling, shall be trucked and deposited, on-site at a location as direc ted by owner. Leveled and spread. If owner so directs, excess excavated material shall be removed and disposed, off-site, without additional charge to owner. XI j XII.. GUARANTEE Contractor shall provide to owner a one (1) year guarani period to include free replacement of defective equipment and free labor service required for equipment replacements, including any service_ required for proper operation of system, but shall* not include any seasonal start-up or securing of system during the first year. XII - 1 / 8/7/03 DATE : PROPERTY ADORES 734 760 & 760A Caa.igv.i.2ee Beach Road -- ------------------- RECEIVED CenI-eav•i..e.ee, Pia.3.s. ------------------------ 02632 AUG 2 3 2003 TOWN OF BARNSTABLE HEALTH DEPT. On the above date, I Inspected the septic system at the above address. Tnis system consists of the following: 7. 7-4000 gaiion zeizt.ic .tank. MAP •�ZU__„,., . 2. 1—Di,3ta.igut.ion Sox. PARCEL © . 3. 2-Rowz o, ga22.iez 10 .in each tow. -- Baseo on my inspection, I certify the following conditions: LOT 4. 7h.iz .iz a t.it2e ;,P.ive 6e/2t.ic ayhte4n. (78 CODE) 5. The '3e/2t.ic 6y,6tem 1,3 .in /22o/2ea woak.ing o/tdea at the /2/ze.3ent time. 6. Note: Iniet /2.i/?e to the ze/2t.ic tank ate wei-P ge.2ow the .inveizt knoc out. Rctuai woak.ing eal2ae.ity o.1 the tan .ins 2500 gaieonz. SIGNATUR Name _ J__ P__rtacomber_Jr __--- Son, Inc . a00resS : __5Qx,_U------------- • _ _ _C�stQ:Yt.LL�..,_ �a __2Z632-0066 THIS CERTIFICATION DOES NOT CONSTITUTE A GUARANTY OR WARRANTY JOSEPH P. MACOMBER & SON, INC. Tanks•Cesspools•l.eachflelds Pumped & Installed Town Sewer Connections P 0 Box 66 Centerville. MA 02632.0066 775.3338 775 6412 I ,per -\ COMMONWEALTH OF MASSACHUSETTS 6 EXECUTIVE OFFICE OF ENVIRONMENTAL AFFAIRS DEPARTMENT OF ENVIRONMENTAL PROTECTION i TITLE 5 OFFICIAL INSPECTION FORM-NOT FOR.VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM FORM PART A CERTIFICATION Property Address:734, 760 & 7604 CAa.igv.i.P2e Beach Road en eay.i ie, l7ah�. Owner's Name: (7au Co.otp.t.t_.i Owner's Address: ('"� ft 1,G996, 4d5. Z Date of Inspection: 8/7/Q 3 Name of Inspector: (please print) aozel2h 11. Nacomke2 a2. Company Name: ;. P. Macom e2 R Son Inc. Mailing Address: o)c Cen.fe,zy.i..Q.Qe, 1la,3.6, 02632 Telephone Number: 508-775-3338 CERTIFICATION STATEMENT 1 certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true,accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Sgetion 15.340 of Title 5(310 CMR 15.000). The system: . Passes Conditionally Passes Needs Further Evaluation by the Local Approving Authority Fail Inspector's Signature: Date: The system inspector shall mit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection.If the system is a shared system or has a design flow of 10,000 gpd or greater,the inspector and the system owner.shall submit the report to the appropriate regional office of the DEP.The original should be sent to the system owner and copies sent to the buyer, if applicable,and the approving authority. Notes and Comments ****This report only describes conditions at the time of inspection and under the conditions of use at that time.This inspection does not address how the system will perform in the future under the same or different conditions of use. Title 5 Inspection Form 6/15/2000 page 1 Page 2 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION (continued) Property Address: 734, 760 & 760A C2atyv.t.2-2e Beach Road en e2v.c e, a.6.3. owner: . a yCo e .T Date of Inspection: 817103 Inspection Summary: Check A,B,C,D or E/ALWAYS-complete all of Section D sses: Ud 1 have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: 7ho AoT fJr AI/A m iA in �r�nn,n¢� woaki2�f 04dQ4 a.t .the Rae.e e a B. System Conditionally Passes: ,60 One or more system components as described in the"Conditional Pass"section need to be replaced or repaired.The system, upon completion of the replacement or repair,as approved by the Board of Health, will pass. Answer yes,no or not determined(Y,N,ND)in the for the following statements. if"not determined"please explain. The septic tank is metal and over 20 years old" or the septic tank(whether metal or not) is structurally unsound,exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. •A metal septic tank will pass inspection if it is structurally sound,not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ND explain: /Ua Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken,settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): broken pipe(s)are replaced obstruction is removed distribution box is leveled or replaced ND explain: /0 }� The system required pumping more than 4 times a year due to broken or obstructed pipe(s).The system will pass inspection if(with approval of the Board of Health): broken pipe(s)are replaced obstruction is removed ND explain: 2 Page 3 of 1 1 OFFICIAL INSPECTION FORM - NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address: 734, 760 9 760A Czaigvie.Pe L3each /toad Cent e a v e, /'a.6.6. Owner:4uu Co.e.2etti Date of Inspection: 817103 C. Further Evaluation is Required by the Board of Health: Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(l)(b)that the system is not functioning in a manner which will protect public health,safety and the environment: Cesspool or privy is within 50 feet of a surface water dJi Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 2. System will fail unless the Board of Health(and Public Water Supplier, if any)determines that the system is functioning in a manner that protects the public health,safety and environment: 4)0 The system has a septic tank and soil absorption system (SAS)and the SAS is within 100 feet of a surface water supply or tributary to a surface water supply. The system has a septic tank and SAS and the SAS is within a Zone I of a public water supply. /Ja The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. /,/d The system has a septic tank and SAS and the SAS is less than�100 feet but 50 feet or more from a private water supply well", Method used to determine distance _lilc��SLG/a "This system passes if the well water analysis,performed at a DEP certified laboratory, for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm,provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: 3 Page 4 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART A CERTIFICATION(continued) Property Address:734, 760 & 760A C2a.igvii-ee Beach Road erz e2v.c e, a.3.3. Owner: ,/uy Coi.eet.t.i Date of Inspection: 817103 D. System Failure Criteria applicable to all systems: You must indicate"yes"or"no"to each of the following for all inspections: Yes No _ , ackup of sewage into facility or system component due to overloaded or clogged SAS or cesspool Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool Static liquid level in the distribut' n box a ve outlet invert due to an overloaded or clogged SAS or cesspool ap "?--1 _/Rsquid depth ffiz"&peol is less than 6"below invert or available volume is less than %day flow equired pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s).Number of times pumped-L. _ y portion of the SAS,cesspool or privy is below high ground water elevation. > Zy portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface PAnyy r supply. portion of a cesspool or privy is within a Zone 1 of a public well. portion of a cesspool or privy is within 50 feet of a private water supply well. portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [Tbis system passes if the well water analysis, performed at a DEP certified laboratory,for coliform bacteria and volatile organic compounds indicates that the well is free from pollution from that facility and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form.] (Yes/No)The system fails. I have determined that one or rriore of the above failure criteria exist as described in 310 CMR 15.303.therefore the system fails. The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E. Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. You must indicate either"yes"or"no"to each of the following: (The following criteria apply to large systems in addition to the criteria above) yes no _ _ the system is within 400 feet of a surface drinking water supply Ythe system is within 200 feet of a tributary.to a surface drinking water supply the system is located in a nitrogen sensitive area(Interim Wellhead Protection Area—IWPA)or a mapped Zone 11 of a public water supply well If you have answered"yes"to any question in Section E the system is considered a significant threat,or answered "yes"in Section D above the large system has failed.The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department. 4 Page 5ofII OFFICIAL INSPECTION FORM — NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART B CHECKLIST Property Address: 734, 760 X 760A Caaigvii-ee Beach /toad Owner: �uU co epf jj . Date of Inspection: R/7/o 3 Check if the following have been done. You must indicate'fes"or"no"as to each of the following: Yes No / ✓ mping information was provided by the owner, occupant,or Board of Health ✓/Pu Were any of the system components pumped out in the previous two weeks Has the system received normal flows in the previous two week period ? Have large volumes of water been introduced to the system recently or as part of this inspection ? Were as built plans of the system obtained and examined?(if they were not available note as N/A) Was the facility or dwelling inspected for signs of sewage back u ? _1C — p Was the site inspected for signs of break out? I Were all system components,w _. luding the SAS, located on site? -J—/_• Were the septic tank manholes uncovered,opened, and the interior of the tank inspected for the condition of the bafflesor tees, material of construction,dimensions, depth of liquid,depth of sludge and depth of scum ? ✓ — Was the facility owner(and occupants if different from owner)provided with information on maintenance of subsurface sewage disposal systems? the proper The size and location of the Soil Absorption System (SAS)on the site has been determined based on: Yes no Existing information. For example, a plan at the Board of Health. Determined in the field(if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) (310 CMR 15.302(3)(b)) 5 Page 6 of 1 I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION Property Address: 734, 760 9 760A &zaigviiie Beach Road en e2v.c e, Owner:Guy coi e .t Date of Inspection: 817103 FLOW CONDITIONS RESIDENTIAL 23I� Number of bedrooms(design); 15 f Number of bedrooms(actual): ) DESIGN (low based on 310 CMR 203 for example: 110 d x N of bedrooms): "m = Number of current residents:( Does residence have a garbage grinder(yes or no):4.25 Is laundry on a separate sewage system yes or no)b (if yes separate inspection required) Laundry system inspected(yes or no):iS 760 & 7 6 0A Seasonal use: (yes or no):,03 2001= 168, 000 ga.P.Pon.6=460. 28 Gi'D Water meter readings, if available (last 2 years usage(gpd)): 21PO,20 ga P2ona=484. 9 4 qPD Sump pump(yes or no): #7 3 4 Last date of occupancy: 2001=76, 000 gaeeon3=208. 22 GPD COMMERCIAUINDUSTR.IAL 2002=52, 000-Ga.PPon6=142. 47 91'D Type of establishment: Design now(based on 310 CMR 15.203): d Basis of design now(seats/persons/sgR,etc.): ,j1Z Grease trap present(yes or no):.d Industrial waste holding tank present(yes or no):,&I Non-sanitary waste discharged to the Title 5 system(yes or no)� ) Water meter readings, if available: A?� Last date of occupancy/use: OTHER(describe): GENERAL INFORMATION Pumping Records Source ofinformation: 7ank s ate /2uml2ed annua P.Py Was system pumped as pan of the inspection(yes or no):&,0 If yes, volume pumped: '_gallons •• How was quantity pumped determined? Reason for pumping: TYPE OF SYSTEM A/Septic tank distribution box, soil absorption system Single cesspool Overflow cesspool T Privy '.&Sharcd system(yes or no)(if yes,attach previous inspection records, if any) anovative/Alternative technology. Attach a copy of the current operation and maintenance contract (to be obtained from system owner) /Tight tank _Attach a copy of the DEP approval 4L>Other(describe): .(>� ApVate age of all components,date installed(if known)and source of information: Were sewage odors detected when arriving at the site(yes or no): 6 Page 7 of I I OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION (continued) Property Address: 734, 760 760A C2aigvie.Pe Beach /load en erzz) e, a.6.6. Owner:gluy C0.2 e .i Date of Inspection: 7 0 3- BUILDING SEWER(locate on site plan) Depth below grade: AlI/ " / Materials of construction: ✓cast iron �4V PVC .L,'t other Sexplain): A,14 Distance from private water supply well or suction line: ,0 /` Comments(on condition of joints,venting, evidence of leakage, etc.): lo.int,3 ar?Reaa tight. No P))idPnrP V ieakage. Note: 7hat the /?.i/?ea ente2the ze/?t.ic SEPTIC TANK: (locate on site plan) 41t tank we ei ge.Pow the in.2et knock out z o f the tank. /)ae.6ent ey the tank i,3 Depth below grade: o/?eaat.ing at 2500 ga2Pon ieevei, Material of construction: oncrete,d metal4LfiberglasWd polyethylene �i other(explain) /1J If tank is metal list age: Is age confirmed by a Certificate of Compliance(yes or no):,b (attach a copy of certificate) Dimensions: zfx 7; x �r Sludge depth: Distance from top of slVge to bottom of outlet tee or baffle: b� Scum thickness: _ �1 Distance from top of scum to top of outlet tee or baffle: Distance from bonom of scum to bottom of outlet tee or baffle: How were dimensions determined: ,oa�j��j Comments(on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Pumn Yho Appiir fnnk rianlioPPi, In-eet 9 oUjjpj .tPP.s rrnP in o.Prjrp. The tank ch 6t-auctultaiiu 60uAd and .how no P)),Ir/Onro n4 Ooriko e. GREASE TRA1�locate on site plan) Depth below grade: Material of construction:,LlconcretelAmetal d,Qfiberglass,_?2i)olyethylenc42mother (explain): Dimensions: Scum thickness: Distance from top of scum to top of outlet tee or baffle: Distance from bottom of scum to bottom of outlet tee or baffle: Date of last pumping:_ 4�4 Comments(on pumping recommendations, inlet and outlet tee or baffle condition,structural integrity, liquid levels as related to outlet invert,evidence of leakage,etc.): C12eabe t/La/? i,3 not alzpAPni 7 Page 8 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address: 734. 760 & 7604 C2a.iyv.i.P.Pe Beach /toad Owner; Guy C o Date of Iospeetloo:8/7/03 TIGHT or HOLDING TANK LC(tank must be pumped at time of tnspection)(locate on site plan) Depth below grade: Ail? Material of construction:��/ concrete ,metal NA fiberglass eIL/7 Dolyethylene�other(explain): Dimensions: NA Capacity: A vallons Design Flow: A.' —gallons/day Alarm present(yes or no): A)R Alarm level: W,4 Alarm in working order(yes or no): dld Date of last pumping:_IV4 Comments(condition of alarm and float switches,etc.): 71 ght o,,z ho.Pd.ing an ..3 a ze no /Tzeze—n7. DISTRIBUTION BOX: --2(if present must be opened)(locate on site plan) Depth of liquid level above outlet invert: Comments(note if box is level and distribution to outlets equal,any evidence of solids carryover, any evidence of leakage into or out of box, etc.): u .ion Sox haz 4-.Pateaa.Pz. No evidence 0,1 3oiidz caaAy nylon_ Ain euldence oZ igakage .into oa out o,,P the 9ox. PUMP CHAMBER: (locate on site plan) Pumps in working order(yes or no): t?s Alarms in working order(yes or no): Comments(note condition of pump chamber, condition of pumps and appurtenances, etc.): PiYm -6 a/te .in woltk.in oade2 a.t .the /?2ezent time. Pum12 .the cham&e2 once ri Ue.rin Primo cham9e2 1.6 .3tauctultaeiu .noun an '6 owa no evidence of .Peakaye. g . Page 9 of 1 1 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:734, 760 & 760A C2aiyvi.2.2e Beach Road en e2v.c e, Owner: Guy Co e .c Date of Inspection: SOIL ABSORPTION SYSTEM (SAS): (locate on site plan,excavation not required) JC) anPf aA fern e2. CAnngr/ . yAlom If SAS not located explain why: Lor_at.ed: See Rape 10 Type 4 leaching pits,number: At, leaching chambers, number: U leaching galleries,number: .fw leaching trenches,number, length: 4)d leaching fields,number,dimensions: Q overflow cesspool,number: _(�> innovative/alternative system Type/name of technology: //T jrjJ�e Comments(note condition of soil,signs of hydraulic failure, level of ponding,damp soil,condition of vegetation, etc.): LorzmU s and .to. medium ,line sand, No bignb o�,' hydaaaiic laiivae n 1,2onr/.i_na. CESSPOOLSd,&,Y,(cesspool must be pumped as part of inspection)(locate on site plan) Number and configuration: Q Depth—top of liquid to inlet invert: Depth of solids layer: Depth of scum layer: Dimensions of cesspool: Materials of construction: Indication of groundwater inflow(yes or no): Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): C nos noo aAe no.t R2ezen; PRIVY/I/,ALQlocate on site plan) Materials of construction: Dimensions: Depth of solids: Comments(note condition of soil, signs of hydraulic failure, level of ponding,condition of vegetation, etc.): a i vy 1,6 2o.t 22eben-Z` 9 Page 10 of 11 OFFICIAL INSPECTION FORM—NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Add ress:734, 760 & 760,4 Cza-.gviiee /3each Road enteavi�.�e, l�a�sa. Owner:Guy Co.Pte.ti-i Date of Inspection: 8/7/0 3 SKETCH OF SEWAGE DISPOSAL SYSTEM Provide a sketch of the sewage disposal system including ties to at least two permanent reference landmarks or benchmarks.Locate all wells within 100 feet. Locate where public water supply enters the building. ' h o � 0 0 7 4 0 6 Q -1 O • I Yfi /S a 73V 3Y . C R A V/Ltp ,B. eAC* /Ca 10 Page 11 of 11 OFFICIAL INSPECTION FORM —NOT FOR VOLUNTARY ASSESSMENTS SUBSURFACE SEWAGE DISPOSAL SYSTEM INSPECTION FORM PART C SYSTEM INFORMATION(continued) Property Address:734, 760 & 7604 C2aigviiie Beach Road en e2v.c e, Owner: Guy CoZTP-777 Date of Inspection: SITE EXAM Slope Surface water Check cellar Shallow wells Estimated depth to ground water ; feet Please indicate check all methods used to determine the hi ground water elevation: (check) high ✓ Obtained from system design plans on record-If checked,date of design plan reviewed: ?`D Observed site(abutting property/observation hole within 150 feet of SAS) Checked with local Board of Health-explain: 't& OChecked with local excavators, installers-(attach documentation) Accessed USGSdatabase-explain�ttP:lltown. gaan,6tagie. ma. u,s. You must describe how you established the high ground water elevation: Llaed: Gahzety 9 17.ieee2 17odee. 12176103 G2ound wa.tea ePevat.ionz agove .sea .PeveP. LL,6ed: 1LSGS:09,3e1zvat.ion we.e.2da.ta. June 1992 U,6ed: LLSgS: 7echnica.P guieet-in 92-000- 1 Pia.te #2 ,4nnuai zangez of p2ound watelz v_Pevo a izu 1992 1 UP( U 2-aow,6 o�P_ 10 ga Pi.i e'3 /(�leet Groundwatef:�71-'�t Below Bottom of Pit Hig h Groundwater Adjustment 1.8 ft per Frimpter Method Therefore, the vertical separation distance between the bottorp of the leaching pit and the adjusted groundwater table is feet. 11 TOWN OF BaAn,3tag.2e BOARD OF HEALTH j .^•frr,R••. BSURFACE SEWAGE DISPOSAL SYSTEM INNSPECCTION FORM - PART D •- CERTIFICATIONrum I . Y.'.I•T•1�•1•�..^ -TYPE OR PRINT CI.EARLY- PROPERTY INSPECTED STREET ADDRESS 760, 7604, 734 Caaigvi.P.Pe Beach Road Ce2.te2viiie, 19a.6,3. ' ASSESSORS MAP, BLOCK AND PARCEL # 760-226= 140-003 760A=226- 740-04 734=226- 140-0 OWNER' s NAME Gay CoQ.Pe.tt,� 02 PART D - CERTIFICATION NAME OF INSPECTOR Joseph P.Macomber .Jr. COMPANY NAME J P Macomber & SoR Ind'.` COMPANY ADDRESSBox 66 Centerville Mass. 02632 3trvvt Tovn or City 3taty LIP COMPANY TELEPHONE ( 508 ) 775 - 3338 FAX ( 508 ) 790 -1 578 CERTIFICATION STATEMENT I certify that I have personally inspected the sewage disposaj system at this address and that t)Ie information reported is true , accurate , and omplete as of the time of -inspection . The inspection was performed and any recommendations regarding upgrade , maintenance , and repair are consistent with my training and experience in the proper function and maintenance of on- site sewage disposal systems , Check orie ; ,��Systeto PASSED ; The inspection trhich I have conducted has not found any information which indicates that the system fails to adequately protect public he-a1Lh or the environment as defined in 310 CMR 16 . 303 . Any failure criteria not evaluated are as stated in the FAILURE CRITERIA section of this form. System FAILED* The inspection w)Iic)I I have con icted has found that the system fails to Protect the j)tlblic health and the environment in accordance with Title 6 , 3.10 CMR 15 , 303 , and as specifically noted on PART C - FAILURE CRITERIA of this inspection form . IV Inspector Signature Date -� ne copy of t)tis c t.ification must be provided to the OWNER, the BUYER ( where applicable ) and the 130ARD OF HEALTH. * If the inspection FAILED, thv owner or'."operator shall u d within one year of the date of the inspection, unless allowed ortrequiredm otherwise as provided in 3.10 CMR 16 . 306 . partd .doc 13'-3 2, 1CD CD "'ram N cu 23 -40 k 17 ` '- � - UNIT t'29 • UNIT 26 31 in ,- ' ` f " l UNIT 27 ' UNIT 28 A oo- F E R S T FLOOR J - i ROOF ROOF - COMMON ' (M AREA I 0 3' 0' UNIT 30 -CDUNIT 31 t"'1 15 -4 12/ 5 ' . -4 - 01- SECONDFLOOR , • ��s u• • • Al. GRADE � 15.0 FLASHED GRADE OVER IFACHMG TRETNCN � 15.0-18.0 FINISHED GRADE IrLEt 2-(�)m�FILL. INMAIL ONE NSPECTIDN PORT IN o. ` 36"MAX.-9"M N. ��COMPACTED F1LL�� sr r TO BE mow. ACCORDANCE(1101� �n 2" LAYER DOUBLE WASHED TOP OF CHAMBER N„N,,, �33 2• LAYE7R 1^1/2• -1- r GENERAL NOTES . n STONE 1/8" TO 1/2" j� ,t�P . our- I&I DOUBLE WASHED STONE 14 » CUL7M 75 OR EQUAL j I I OR GEOTEXTILE FILTER PIPE INVERT OR CHAMBERS • FABRIC Li Li 1.) THE NNTiM OF THIS PLAN IS TO DETAIL EXISTING SITE OON01110NS AT LOCUS ..� t0 24" 4• SCH 40 PVC *w -*CHAMBER Off. 3/4" TO 1-1/2- EFFECTIVEpPTH INv. • t 124 1) LOCUS AREA 5COMPRISED OF Aj SRE DOUBLE WASHED ao 3/4 TD 1-t DOUBLE • y ^ 734 CRA161ALLE BEACH ROAD • a' STONE N cE�RVIu� MA 02632 • � .- ""' y4. . J" .q �.. -1 �" 10 E fl�lt�AI A t�11a 301fiF dISE �0 18• • IT . ,� .. *.. --I :.. BARNSTAB[F ASSESSORS MAP 226 PARCEL 140-002 . ♦+ t �e , ;,.. 1, 2' 1, ,•••'+«� r SECTION EX18TH0 SYSTEM ELEVto.9 LOT 18 A L.C. PLAN 899X (SHEET 1) ,000 GALLONS 5 MN EXISTING RE]IOVm F�FREOIN.THE IC HOitQON• CE]7 WICATE OF TITLE: A075 NOT TO SCALE 1. SEPTIC TANK �► 4 L4rw1#ttir13 , ' . SEE APPLIANT: ALAI 150NSTADT, TRUS EE PLASTIC LEACHING CHAMBER DETAIL 2. PUMP CHAMBER N 5 w x 10 L x 8 H ARCHER REALTY TRl15T 3. SEPTIC TANK, PUMP CHAMBER AND PUMPS ARE TO BE REUSED ADJUSTED HIGH GROUNDWATER ELEV 2.5 P.O. BOX 477 ? _ CULTEC CONTACTOR 75 OR EQUAL aim 4. FLOOD SWITCHES TO BE ADJUSTED CENTERVRI� MA 02032 3.) PRtwMRY BENCHNMRI( : (SEE PLAN) /�/�/� SOL A090RF 011 SYSTBII SAWLOCUS MAP Scale: 1' = 2000' PROJEcr BENCHMARK : RM-18 CHISELED SQUARE ON EAST END OF CONCRETE CURB OF A MEDM N S TRIANGLE AT JUNCTION OF CRAIGVI.LE BEACH ROAD AND LONG BEACH ROAD AIL 60 FEET SOUTH OF POLE 24/91. E1.EV. 7.19 (MM) CONSTRUCTION NOTES, 4.) ZONING INFORMATION 1. LEACHING SYSTEM AND DISTRIBUTION BOX SHALL BE INSTALLED IN ACCORDANCE ZOMNG DISTRICT' : RB WITH TITLE V OF THE STATE SANITARY CODE DATED MARCH 31, 1995, AS AMENDED �� vx , OVERLAY o1STRICT : AP THROUGH THE DATE OF THIS PLAN, do ANY LOCAL RULES do REGULATIONS N/F ��" S� Ak •_ MNNIMU M ZONING REQUIREMENTS APPLICABLE. PENO `' pF REp1�� Rv iLl DA MIK LOT ABTA - 43,560 SF. 1. LIMIT SHALL CONSIST OF 2. ANY CHANGE TO THIS PLAN MUST BE APPROVED IN WRITING BY THE PSzRM�R�E Pv� BE MAINTAINED HAY SALES AND SILT FENCE.IN GOOD REPAIR M, LOT �,� - 20' • WIDTH 100' ENGINEER. ELEVATION INFORMATION MUST NOT BE CHANGED WITHOUT WRITTEN pFNOER Ak VLF33 WETLAND DELINEATION BY USA HENDRICKSON, FRONT YARD 20' SIDE dt REAR YARD to' / to' PRIOR APPROVAL BY THE ENGINEER. WETLANDS C SCIENTIST LO LOCATION BY OTHERS AIL FILE NO. 3-4385 5.) A TITLE SEARCH HAS NOT BEEN PERFORMED FOR THIS 9M F DETERMINED 3. WHEN CONSTRUCTION IS COMPLETED, PRIOR TO BACKFILLING, NOTIFY THE CIE 11,4 M BE NECESSARY A TITLE SEARCH SHALL BE PERFORMED BY onfm BOARD OF HEALTH AGENT FOR INSPECTION. 6.) THE PROPM LINE INFORMMnON SHONN IS BASED ON CURRENT AVAILABLE IBM WORIMION CONSISTING OF PLANS AHD DEEM 4. ALL SANITARY DISPOSAL SYSTEM PIPING TO BE 4" SCHED 40 PVC. UNLESS THE OEM FEARMIES SIM HEREDN MEW OBTAIED nom AN ON THE GROUND FIELD OTHERWISE NOTED HEREIN. AL Ak ALw1F32 x lo. 0 SURVEY PEiRHDRMED BY BUf1ER NYE ONWEERNNG & SURVEYN Ux G ON J 18 er 20, 2007 WLF30 7.) COMMUNITY PANEL NUMBER: 250001 DOOR D, REV= JULY 2, 1992 5. EXCAVATE UNSUITABLE MATERIAL AS NOTED, TO THE "C HORIZON" , FORA 1_ HORIZ. DISTANCE OF 5' SURROUNDING THE LEACHING FIELD, AND REPLACE THE mow INSURANCE RATE MAP oEFNNEs TINS AREA AS zol e c WITH CLEAN SAND PER 310 CMR 15.255 TO THE TOP ELEVATION OF THE SAS. ENVIRINAVIIIAL / • 1 L �11 •a � 8') 6. INSULATE ALL PIPES AGAINST FREEZING AS REQUIRED WHEN LESS THAN 3' � 11 SITE IS NOT wnHIIN AN AC.EC. (AREA of CRITICALEINVIRONMENTAL CONCERN). OF COVER. x 9, N 11 2�'�9. 9g„y0' 1, • -- SITE Is NOT 1tI1TFIIN AN AREA OF EMOTED HABrrAT of RARE WILDLIFE PER NHESP MAP OCTOBETR 1, 2006 'ESW7ED HNBRATS OF RARE WILVLW 7. THE EXISTING WATER AND GAS SERVICE TO BE RELOCATED AS SHOWN 1 .700• / FOR USE WITH THE MA W7LAHDs PROTECTION ACT REGULATIONS 310 CMR 10).- WLF31 6 10.3 Ott, / • SITE DOES NOT CONE4N A CER'liFED VERNAL POOL PER NHI SP MAP OC7OBER 1, 2OD6 VO. I p►p .4t-002 "COMM VERNAL POOLS.• I% Hs I3 - �77.9 R - - - -- •S� '� Cti�' 1 F SITE NOT WITHIN A PRIORITY FIABITAT PER NHLSP YAP ocTDBER 1, 2006 x / 11.5 •PRIORITY HABITATS OF RARE SPECIES FOR SPECIES UNDER OF A / THE MA'S.SACHUSETTS ENDANGERED sPEaes ACT. RIEGU AT10WS (321 CMR10) WORK VARIANCES BEING REQUESTED: /' / / x (D �� PROTECTIO AREA A STALE APPROVED ZONE N GROUND WATER RECHrARGE 1. 310 CMR 15.405(c) 25% REDUCTION CB/DH FND // / ® PIPE \ �� O� ��g99"�C lab / x 1 9) 2. 310 CMR 15.211(1) TO ALLOW AN SAS TO BE 5' OFF A PROPERTY LINE / 7No �o �• [ 4 S F / • THE CONA4C1DR SHALL CONTACT DIG SAFE AT 1-88B-DIG- MD UTILITY CaPkNES TO LOCATE IN LIEU OF REQUIRED 10' Sa'` l�o > g 2 AGES 10.4 13 ALL BOOM UTIITIM AT LEAST 72 NOURS PRIOR 10 THE START OF CWTI W.'IM THE LOO11110N OF SMH N _ -- -� j / x 12 / BMW UNDEABROM IfRORMW URITE'S COI1M AND LINES ARE SIM IN AN APPROIIM IE 3. 310 CMR 15.211(1) TO ALLOW AN SAS TO BE 10' OFF A FOUNDATION IN LIEU 9.3 ® La1 o f o P / SMH / / NRY OILY. MAY NOT RE UI NIED 10 THOSE S � H) ►rN A k BEEN RESGV0 i SW ON THE OF REQUIRED 20'. AN IMPERMEABLE BARRIER TO BE INSTALLED ON FOUNDATION. �oG�- / �gvN�G,"tvK® 12� // / �ALL OMLMREMIMS �� BY �� F FOk C(3) 10 1 / / / FMLIRE TO LOCATE SAID INFWSMLICftIRE AND UINlIES EXACTLY. F FIELD OWITIONS OFFERS FROM PLAN N FOIbIA11O1, THE 9.7 I H 1 CONTRACIOR 94ALL NOTIFY THE EMGNEE R AMIYATElY FOR POSSIBLE REDESAX v WATER FAX ON G // x 2 / / r 14 NE AND 20107��r +FORMATION IS BASED ON PLAN C-2128-Q PROVIDED V LEACHING AREA REOUIREMENTS REMOVE PAVEMENT 2 I ,N NITROGEN LOADING LIMITATION: NA I oR�� / / / J�5 G �� 24 62 TO MUSE A LO= 19, 2007 WFNCIi SHowS RESIDENTIAL: 5 BEDROOMS rr) _4 � i N i `� GAS LNE INFORMATION PER KEYSPAN ENERGY MAP GENERATED 7/20/07 BASED ON PLAN S02704 x 110 GPD/BEDROOM N 9,8 Tv I CONCRETE PAD/ / / p^ T0P t1 'y ; GENERATOR � / g a . TOTAL DESIGN FLOW = 550 GPD 00 / / 15.6 ' hQ PERC RATE = <5 MIN. / INCH (CLASS 1) 4" c.I. -c.l: FARO R� RELOCATED WATER L LIAR = 0.74 GPD/S.F. V, N v.=t D.s __ �v.=t 0.8 MAN r - �e SITE LOCATIM. I-- % 4" C.I. - _ BENCHMARK: 7 RAI 1 L g / I N V-10.8 F 0p c 6 �Y 14 8, /- TAG BOLT IN HYDRANT 703 AT 34 C G V L E BEACH ROAD MIN. LEACHING AREA OF S.A.S. REQUIRED: p / / , / z3 / cRAHG\"uE � A` CAE Avg CENTERVILLE MA 02632 V Z .3 �^vr ELEV. 18.92 (NGVD) ! 550 GPD/ 0.74 GPD/S.F. = 743 S.F. MIN. / 4 0 10.4 / �/ x 16 PROPOSED SYSTEM: Q // • - 3 34 ALAN ISENSTADT, TRUSTEE I 743 S.F. x 3/4 = 557 S.F. (25% REDUCTION) 310 CMR 15.425(c) J / / j /�% N°U ME B��Wo / / 16.1 x ARCHER REALTY TRUST 84 Lx4 Wx2 H - 672S.F. d C�FL . , r i �tA / G / 1�.� P O. BOX 477 woo° • �\ , /2 Sjo.F• 171 / x .6 G / RELOCATED GAS LNE 1 CENTERVILLE! MA 02632 BENCHMAARK A 15.4 ` // � CB/bH FND _ pp�� I ;15.3 18.5 (SEE DETAIL LC. PL 8993D) TEL.EV.-14.17 NGVD) wI,IT Septic System Design Plan 80L LOG DATE 8/20/07 I I 15.1 x x 15.2 x 15.3 r / 1 I I / 15.2 o. J x 16 / P-n876 �T - - - - BARNSTABLE I i l �' 5',��-�'G�5 � BA►��TER NYE ENGINEERING & SURVEYING SOIL EVALUATOR: BOARD OF HEALTH AGENT: "��RAVF.. "�0S �� 6 �151 - I rya 19.1 r ` � STEVE WILSON P.E. DONNA MORANDI x 1 PROPOSED F 18.8 I 19 Registered Professional Engineers and Land Surveyors w x 15A LAG SUE T4 19.'? TEST PIT 1 TEST PIT 2 x 15,9 SA.S S'�' 1 N o" G.S.E. = 14.5 " G.S.E. = 15.2 ! _ x �,F \ � �__ - �J � � ,.-� 19.0 � 78 North Street- 3rd Floor, Hyannis, annis Massachusetts 02601 12 \ x / ' 1.4 G m ,; w �� Phone - (508) 771-7502 Fax - (508) 771-7622 ��i c> ram,\ AP ; IOYR 4/3 ; SANDY LOAM FILL 5" ELEV 14.1 24" ELEV. 13.2 � � AVER s -� EOC£ r� \N / w � _�' 10 0 10 20 B ; 10YR 5/4 ; SANDY LOAM AP ; 10YR 4/2; SANDY LOAM T `�� -r��"%M s 2 Q �� -[ PROPOSED D�-BOX s �� , SCALE IN FEET �g� 20" ELEV 12.8 36" ELEV. 12.2) 9 W - O A �, SCALE: 1 10 �'��a�AL -o R cf) C ; 10YR 6/8 ; DENSE FINE B ; 10YR 5/6 ; SANDY LOAM W / _ - 0 1 SAND 0 84" (ELEV 7.5) 48" (ELEV 11.2) ' 3 0 ' , W �� p�H ; 10YR 7/4 ; MED. SAND C1; 10YR 5/8 ; MED. SAND _ ,�- W A`Gv� , v�,Rt► ` DATE: 9/2/07 � 144" (ELEV 2.5) 1200 (ELEV 5.2) NO WATER OBSERVEDo �0 11 Jf 10YR 7/6 ; MED. SAND PERC ® 60" (ELEV. 9.5) 1 ' SAW 0 4 7 REVISE SAS. , / /o RATE= <2 MIN/IN • S P 144 ELEV 3.2) NO. BY DATE REMARKS o CLASS I SOIL NO WATER OBSERVED e '�` v IP #24 I62 : MM K BY• DPAWW NUMBER 0: 2007 2007-037 surve worksht 2007-037SP.dw 2007-037 N O g