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Home My Public Portal AboutSODA ROCK LN_17-2.pdfFirefox about:blank APPENDIX RD MANDATORY COMPLIANCE CERTIFICATE 2020 Georgia Residential Energy Code Compliance Certificate This certificate shall be posted on or near the electrical distribution panel or air handler Permit it 'a Oa "1 5 - House Address or Community/Lot# 17 -sand PF- _ LN., Building Summary Builder Company Name rcrmaxer t.oastai rlo, -.- .. Signature `7r-... R ol-,-- Contact (email/phone) Date f r4,,wkit- LAP 41,-.0,,,‘ 1 -(c,--,1 L -1 -el- Z. 3 Compliance Pathway (check one) Building Envelope (when multiple values per arenpanefrt, list value c i.ermg largest area) El ■ El ■ • Prescriptive: R401-404 UA Trade-off: R402.1.5 RESCheck: Keyed to 2015 IECC Simulated Performance: R405 Energy Rating Index (ERI): R406 ERI Score Ceiling/Roof R -value R19 Above -grade mass wall R -value Sloped/vaulted ceiling R -value R19 Cantilevered floors R -value Exterior wall R -value - R13 Window/Glass Door SHGC Kneewall (cavity and/or continuous) R -value Window/Glass Door U -factor Foundation (cavity and/or continuous) R -value Skylight SHGC Floors over unconditioned R -value Skylight Ll-factor Mechanical Summary HVAC Company Name indoor climate experts Contact (email/phone) 912-663-8777 Date 04/21/2023 Heating System Type Efficiency (AFUUE, HSPF, COP or other)I Cooling System Type Effidency (SEER, EER or other) Water Heating Type Efficiency (EF or other) Gas Q Air conditioner • Gas EE] Heat pump 8.2 i7 Heat pump 14 0 Electric ■ Other • Other: 0 Other: ■ Yes E] No Manual 1, S, D or equivalent complete? Required Mechanical Ventilation Type (check one) Design Rate (check one) ■ A Exhaust Supply ❑ Gil Continuous Intermittent Design Ventilation Rate (CFM) 93 Balanced - - Duct and Envelope Tightness DET Verifier Green South Energy Soiutions If intermittent, list Testing Summary runtime in min. • er hour 15 Contact (email/phone) (877) 291-7319 DET Verifier ID Envelope Tightness Testing (< 5 ACH50) (Envelope Verbless = Blower Door Fan Flows 60/ Thermal Envelope Volume) Blower Door Fan Flow (CFM50) 1157 'Thermal Envelope Volume (ft3) 20000 'Envelope Tightness (ACH50) 3.471 If multifamily unit and conducting sampling, this unit is not required to be tested. Mark N/A. Duct Tightness Testing (< 6 CFM25/100 ftz) (Total Duct leakage = 100 x Fan Flow/ Area Served) Number of Heating and Cooling Systems Duct Tightness Leakage Test Results System 1 System 2 System 3 If air handler and ductwork located entirely within in condi- Location - G;ond. Envelope Fan Flow (CFM25) Area Served (ft2) Total Duct Leakage (CFM25/100 ft2) Nary NaN rvai, Rough In Total (Rif) or Post Construction Total (PCT) Version 1.0 1 of 1 4/21/2023, 10:29 AM savannah civil & environmental uV�� 51JtS�lJ�J©«c May 22, 2023 George Shaw Planning & Zoning Manager City of Tybee Island, GA P.O. Box 2749 403 Butler Ave Tybee Island, GA 31328 Phone: 912-472-5030 Fax: 912-786-9539 Re: Zarkovich Residence 17 Soda Rock Ln, Tybee Island, Ga Engineer's Certification Based upon my field observations of the project, it is my judgment that the work performed is in general conformance with the approved civil site plans and specifications. Punchlist Items No punchlist items are remaining at this time. If you need more information or have additional questions, please do not hesitate to contact me at my email, amosley(�sce-enq.com or by phone (912) 354-7114. Sincerely, SCE Engineering Ashley D. Mosley, PE GA PE # 032248 313 E 65th St.. Savannah. GA 31405 912.341.9630 www.sce-eng.con r iretox about: blank Il1I1I 611411111431t Doc ID: 034455240001 Type: AGRE Recorded: 05/26/2023 at 12:13:15 PM Fee Amt: $25.00 Page 1 of 1 Chatham, Ga. Clerk Superior Court Tammie Mosley Clerk Superior Court BK3101 PG444 Cross reference to Book Page CITY OF TYBEE ISLAND COP MUNITY DEVELOPMENT NON -CONVERSION AGREEMENT FOR CERTAIN STRUCTURES IN THE FLOODPLAIN Application has been made for a permit from the City of Tybee Island, Georgia. Permit #: b -A15 Address: , 7 5 p tbA Qosti:.. L. N PIN: `IOWA (o ?4 E l S Legal: LOT / " 6l flcl<fv 1 ()AR NE,Q �� ,.J4 , LQ .G) Base Flood Elevation at the site is l Q feet (NGVD) $ In accordance with the Flood Damage Prevention Ordinance of the City of Tybee Island, Georgia, the Property Owner agrees to the following: 1. That the enclosed area below the Base Flood Elevation shall be used solely for parking of vehicles, limited storage, or access to the building, and will never be used for human habitation without first becoming fully compliant with the Flood Damage Prevention Ordinance in effect at the time of conversion. 2. That all interior walls, ceilings, and floors below the Base Flood Elevation shall be unfinished or constructed of flood -resistant materials. 3. That mechanical, electrical, or plumbing devices shall not be installed below the Base Flood Elevation. 4. That the walls of the enclosed area below the Base Flood Elevation shall be equipped with at least two vents which permit the automatic entry and exit of floodwater with total openings of at least one square inch for every square foot of enclosed area below flood level. The vents shall be on at least two different walls, and the bottoms of the vents shall be no more than one foot above grade. If located in a V -zone, breakaway walls are required. 5. That the requested structure may be subject to increased premium rates for flood insurance available from the National Flood Insurance Program due to its location in a Special Flood Hazard Area. 6. That anv on '' t • s and w i - . rmitted shall constitute a violation . + • e abatable as Property Owner: CL /e, Fti 2 Ka d'i'e L ignature of Property Owner STATE OF GEORGIA ) COUNTY OF CHATHAM ) Subscribed to and sworn before me this day of My commission expires: J14 /LI 20 76.2 odi`� #Iii, eNtiA Note: A Nonconversion Agreement must be used whenever an enell'i eo the 100 -year Floodplain below the Base Flood Elevation. A Nonionv ys Agreenzent recordation in the land records of Chatham County, Georgia. + :z JULY 14 , 20 za . Witness Signature rrrr. r• O(ctlj ructure is built or substantially improved within *atoll of the above conditions and requires proper 11 S3 2026% fit: Z ' O . 4f COON •' ° 4*r of 1 4/17/2023, 1:40 PM City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 Law nava INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail El Fee Inspection Pass Fail ❑ Fee *1 t) tyc City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 1 IN I-ERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass El Fail Fee Inspection Pass Fail ❑ Fee Inspection Pass Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 a!`11. IMO* INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail El Fee rki'N9r Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail E J Fee Inspection Pass ^ Fail ❑ Fee City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 Welk :'I* INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection PassEi Fail ❑ Fee Inspection Pass ❑ Fail Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass Fail ❑ Fee City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 swim INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass El Fail El Fee Inspection Pass El Fail ❑ Fee Inspection Pass ❑ Fail El Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 NSW RIMS e It ill a INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass Fail DI Fee Inspection Pass ❑ Fail El Fee Inspection Pass ❑ Fail ❑ Fee Inspection Pass ❑ Fail ❑ Fee City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 • Mali INTERNATIONAL CODE COUNCIL MEMBER Permit No. Date Requested Owner's Name Date Needed Gen. Contractor Subcontractor Contact Information Project Address Scope of Work Inspector Date of Inspection Inspection Pass El Fail El Fee Inspection Pass Fail ❑ Fee Inspection Pass Fail ❑ Fee Inspection Pass Fail ❑ Fee City of Tybee 403 Butler Ave. Phone Permit No. Owner's Name Gen. Contractor Contact Information Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 em will INTERNATIONAL CODE COUNCIL MEMBER Date Requested Date Needed Subcontractor Project Address Scope of Work Inspector Date of Inspection Inspection Pass ❑ Fail El Fee Inspection Inspection Pass Fail ® Fee 9')61(i2 1\kq' Pass El Fail El Fee Inspection Pass ❑ Fail ❑ Fee Permit No. City of Tybee 403 Butler Ave. Phone Island • Community Development Dept. Inspection Report • P.O.Box 2749 • Tybee Island, GA 31328 912.472.5033 • Fax 912.786.9539 Owner's Name Gen. Contractor Contact Information is``` Lama INTERNATIONAL CODE COUNCIL MEMBER Date Requested Date Needed Subcontractor Project Address Scope of Work Inspector Date of Inspection Inspection Inspection Inspection Inspection Pass El Fail ® Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee Pass ❑ Fail ❑ Fee nlA7et_h'EToZ LEkSE CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY STATE ZIP CONTRACTOR NAME ADDRESS CITY STA 1h ZIP NEW SINGLE FAMILY HOME 17 SODA ROCK LANE CHRISTIE ZARKOVICH RAMAKER COASTAL HOMES 8 WHITE OAK LN TYBEE ISLAND GA 31328 FLOOD ZONE SQ FT 1,820 TOTAL FEES CHARGED $8,785.50 PROPERTY IDEN 1'I F1CATION # PROJECT VALUATION $365,000.00 PERMIT #: 220275 TOTAL BALANCE DUE: It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protections ordinance and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Authorized Agent: ONc fr M€1- P.O. Box 2749 * 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 472-5033 - FAX (912) 786-9539 lschaaf@cityoftybee.org YATES-ASTRO TERMITE & PEST CONTROL CO. P.O. Box 23313 n SAVANNAH, GEORGIA 31403 (912) 651-9000 DAT OFJ �'C) je::).01.,ORDER_ CUSTOMER'S ORDER NO. PHONE MECHANIC HELPER STARTING DATE / / �/ BILL TO i+�Y ORDER P)r—NiV\F--AA4frC—. EN ADDRESS ❑ DAY WORK ❑ CONTRACT 0 EXTRA CITY JOB Nr7LOCATI� 1)/)fre31.-- LI") .0 J1 / `+. fr.s.... Anp):b DESCRIPTION OF WORK: ** PRETREAT ** SQ. FEET: t:J_ 0 GAL. USED: 1 LINEAR FEET BLOCK VOIDS: GAL. USED: LINEAR FEET INSIDE TRENCH: LINEAR FEET FOOTERS: \ Low GAL. USED: GAL. USED: TOTAL GALS. \ 2 DEPTH OF FOOTER INSIDE: 1 2 DEPTH OF FOOTER OUTSIDE: CRAWL: SLAB) TYPE OF SLAB: V ` (YY CHEMICAL UST: TECHNICIAN(S): nip 6\Lk TARGETED PER \ s�SU TES RANEAN TERMITES RENEWAL: DO NOT ALLOW RESIDENTS, TOTAL MATERIALS CHILDREN, OTHER PERSONS, OR TOTAL LABOR PETS INTO TREATED AREA UNTIL SPRAYS ARE DRY TAX TE C P �EB'� V-ia („/./, WORK ORDERED BY TOTAL AMOUNT $ Signature 1 hereby acknowledge the satisfactory completion of the above described work. D No one home ❑ Total amount due for above work; or ❑ Total bi ling to be mailed after completion of work U.S. DEPARTMENT OF HOMELAND SECURITY Federal Emergency Management Agency National Flood Insurance Program OMB No. 1660-0008 Expiration Date: November 30, 2022 ELEVATION CERTIFICATE us\ e -V- Important: Follow the instructions on pages 1-9. Copy all pages of this Elevation Certificate and all attachments for (1) community official, (2) insurance agent/company, and (3) building owner. SECTION A — PROPERTY INFORMATION FOR INSURANCE COMPANY USE A1. Building Owner's Name RAMAKER CUSTOM HOMES Policy Number: A2. Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No, 17 SODA ROCK LANE Company NAIC Number: City State ZIP Code TYBEE ISLAND Georgia 31328 A3. Property Description (Lot and Block Numbers, Tax Parcel Number, Legal Description, etc.) LOT 1 BLOCK 6 GARDEN WARD A4. Building Use (e.g., A5, Latitude/Longitude: A6. Attach at least A7. Building Diagram A8. For a building a) Square footage b) Number of permanent c) Total net area d) Engineered A9. For a building with a) Square footage b) Number of permanent c) Total net area d) Engineered Residential, Non -Residential, Addition, Accessory, Lat. N 32 ° 01 ' 15. 1 1' Long. W 80 ° 511 21 etc.) RESIDENTIAL .0 ° Horizontal Datum: insurance. above grade ❑ NAD 1927 adjacent grade 0 ❑x NAD 1983 0 2 photographs Number with a crawlspace of crawlspace flood of flood openings flood openings? an attached of attached flood of flood openings flood openings? of the building if the 5 Certificate is being used to obtain flood 0.00 sq ft or enclosure(s): or enclosure(s) openings in the crawlspace in A8.b or endosure(s) 0.00 sq in within 1.0 foot foot above adjacent in 0.00 sq ft ■ Yes Q No garage: garage openings in the attached garage within 1.0 in A9.b 0.00 sq ❑ Yes ® No SECTION B — FLOOD INSURANCE RATE MAP (FIRM) INFORMATION B1. NFIP Community Name & Community Number TYBEE ISLAND 135164 B2. County Name CHATHAM B3. State Georgia 84. Map/Panel Number 13051CO213 B5, Suffix G B6, FIRM Index Date 08-16-2018 B7. FIRM Panel Effective/ Revised Date 08--16-2018 B8. Flood Zone(s) AE 139. Base Flood Elevation(s) (Zone AO, use Base Flood Depth) 10.0 810. Indicate the source ❑ FIS Profile B11. Indicate elevation B12. Is the building Designation Date: of the Base Flood Elevation 0 Community Determined for BFE in Item B9: Coastal Barrier Resources 0 (BFE) data or base flood ❑ Other/Source: d NGVD 1929 System (CBRS) CBRS ❑ OPA depth entered in Item 89: p FIRM datum used located in a ❑x NAVD 1988 area or Otherwise • Other/Source: Protected Area (OPA)? 0 Yes x No FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 1 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these speces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 17 SODA ROCK LANE Policy Number: City State ZIP Code TYBEE ISLAND Georgia 31328 Company NAIC Number SECTION C — BUILDING ELEVATION INFORMATION (SURVEY REQUIRED) ❑ Finished Construction AR/A1--A30, AR/AH, AR/AO. Rico only, enter meters. C1. Building elevations are based on: • Construction Drawings* ® Building Under Construction* *A new Elevation Certificate will be required when construction of the building is complete. C2. Elevations —Zones Al —A30, AE, AH, A (with BFE), VE, V1 —V30, V (with BFE), AR, AR/A, AR/AE, Complete Items C2.a—h below according to the building diagram specified in Item A7. In Puerto Benchmark Utilized: LOCAL Vertical Datum: NAVD 1988 Indicate elevation datum used for the elevations in items a) through h) below. ■ NGVD 1929 El NAVD 1988 ❑ OtherlSource: Datum used for building elevations must be the same as that used for the BFE. a) Top of bottom floor (including basement, crawispace, or enclosure floor) 16,1 Check the measurement used. p feet • meters b) Top of the next higher floor N/A 0 feet 0 meters c) Bottom of the lowest horizontal structural member (V Zones only) N/A x feet 0 meters d) Attached garage (top of slab) N/A ® feet 0 meters e) Lowest elevation of machinery or equipment servicing the building N/A x feet 0 meters (Describe type of equipment and location in Comments) f) Lowest adjacent (finished) grade next to building (LAG) 6.6 0 feet ■ meters g) Highest adjacent (finished) grade next to building (HAG) 7.0 p feet 0 meters h) Lowest adjacent grade at lowest elevation of deck or stairs, including structural support N/A 0 feet 0 meters SECTION D — SURVEYOR, ENGINEER, OR ARCHITECT CERTIFICATION This certification is to be signed and sealed by a land surveyor, engineer, or architect authorized by law to certify elevation information. I certify that the information on this Certificate represents my best efforts to interpret the data available. I understand that any false statement may be punishable by fine or imprisonment under 18 U.S. Code, Section 1001. Were latitude and longitude in Section A provided by a licensed land surveyor? Q Yes ❑ No 0 Check here if attachments. Certifier's Name License Number VINCENT HELMLY 1882 „ .. ' -. • N i. ,isii, Title LAND SURVEYOR VI* 1 '!''Z``11 1 } ,-.c � .,,. ' -,— \ Company Name VINCENT HELMLY Address 129 A BURTON ROAD City State ZIP Code SAVANNAH Georgia 31405 Signature Date Telephone Ext. 08-04-2022 (912) 429-9395 Copy all pages of this Elevation Certificate and all atta ents for (1) community official, (2) insurance agent/company, and (3) building owner. Comments (including type of equipment and location, per C2(e), if applicable) C2 (e) & C2 (h) ARE NOT YET CONSTRUCTED FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 2 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 17 SODA ROCK LANE Policy Number: City Slate ZIP Code TYBEE ISLAND Georgia 31328 Company NAIC Number SECTION E — BUILDING ELEVATION INFORMATION (SURVEY NOT REQUIRED) FOR ZONE AO AND ZONE A (WITHOUT BFE) For Zones AO and A (without BFE), complete Items El —E5. If the Certificate is intended to support a complete Sections A, Band C. For Items E1 —E4, use natural grade, if available. Check the measurement enter meters. El. Provide elevation information for the following and check the appropriate boxes to show whether the highest adjacent grade (HAG) and the lowest adjacent grade (LAG). a) Top of bottom floor (including basement, LOMA or LOMR-F request, used. In Puerto Rico only, the elevation is above or below 0 above or ® below the HAG, crawlspace, or enclosure) is ■ feet ❑ meters b) Top of bottom floor (including basement, crawlspace, or enclosure) is 0 feet ■ meters • above or ❑ below the LAG. 9 (see pages 1-2 of Instructions), E2. For Building Diagrams 6-9 with permanent flood openings provided in Section A Items 8 and/or the next higher floor (elevation C2.b in the diagrams) of the building is ❑ feet ■ meters ❑ above or ■ below the HAG. 0 above or 0 below the HAG. E3. Attached garage (top of slab) is ❑ feet • meters E4. Top of platform of machinery and/or equipment servicing the building is U feet ❑ meters ■ above or ❑ below the HAG. with the community's certify this information in Section G. E5. Zone AO only: If no flood depth number is available, is the top of the bottom floor elevated in accordance floodplain management ordinance? [] Yes ❑ No ❑ Unknown. The local official must SECTION F — PROPERTY OWNER (OR OWNER'S REPRESENTATIVE) CERTIFICATION The property owner or owner's authorized representative who completes Sections A, B, and E for Zone A (without a FEMA-issued or community -issued BFE) or Zone AO must sign here. The statements in Sections A, B, and E are correct to the best of my knowledge. Property Owner or Owners Authorized Representative's Name Address City State ZIP Code Signature Date Telephone Comments ❑ Check here if attachments, FEMA Form 086-0-33 (12119) Replaces all previous editions. Form Page 3 of 6 ELEVATION CERTIFICATE OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 17 SODA ROCK LANE Policy Number: City State ZIP Code TYBEE ISLAND Georgia 31328 Company NAIC Number SECTION G — COMMUNITY INFORMATION (OPTIONAL) - The local official who is authorized by law or ordinance to administer the community's floodplain management ordinance can complete Sections A, B, C (or E), and G of this Elevation Certificate. Complete the applicable item(s) and sign below. Check the measurement used in Items G8 —G10. In Puerto Rico only, enter meters. G1. 0 The information in Section C was taken from other documentation that has beensigned and sealed by a licensed surveyor, engineer, or architect who is authorized by law to certify elevation information. (Indicate the source and date of the elevation data in the Comments area below.) 62. 0 A community official completed Section E for a building located in Zone A (without a FEMA-issued or community -issued BFE) or Zone AO. 63. ❑ The following information (Items G4 —G10) is provided for community floodplain management purposes, G4. Permit Number 65. Date Permit Issued 66. Date Certificate of Compliance/Occupancy Issued G7. This permit has been issued for: 0 G8. Elevation of as -built lowest floor (including of the building: G9. BFE or (in Zone AO) depth of flooding at the 610. Community's design flood elevation: New Construction ❑ Substantial Improvement basement) ❑ feet ❑ feet ❑ meters Datum building site: ❑ meters Datum 0 meters Datum U feet Local Official's Name Title Community Name Telephone Signature Date Comments (including type of equipment and location, per C2(e), if applicable) 0 Check here if attachments. FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 4 of 6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS See Instructions for Item A6. OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 17 SODA ROCK LANE 1 Policy Number: City State ZIP Code TYBEE ISLAND Georgia 31328 Company NAIC Number If using the Elevation Certificate to obtain NFIP flood insurance, affix at least 2 building photographs below according to the instructions for Item A8, Identify all photographs with date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View," When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. If submitting more photographs than will fit on this page, use the Continuation Page. Photo One Photo One Caption FRONT: Clear Photo One Photo Two Photo Two Caption BACK: Clear Photo Two FEMA Form 086-0-33 (12119) Replaces all previous editions. Form Page 5of6 ELEVATION CERTIFICATE BUILDING PHOTOGRAPHS Continuation Page OMB No. 1660-0008 Expiration Date: November 30, 2022 IMPORTANT: In these spaces, copy the corresponding information from Section A. FOR INSURANCE COMPANY USE Building Street Address (including Apt., Unit, Suite, and/or Bldg. No.) or P.O. Route and Box No. 17 SODA ROCK LANE Policy Number: City State ZIP Code TYBEE ISLAND Georgia 31328 Company NAIC Number If submitting more photographs than will fit on the preceding page, affix the additional photographs below. Identify all photographs with: date taken; "Front View" and "Rear View"; and, if required, "Right Side View" and "Left Side View." When applicable, photographs must show the foundation with representative examples of the flood openings or vents, as indicated in Section A8. lioo1�o l bi' a Photo Three Photo Three Caption Clear Photo Three Photo Four Photo Four Caption Clear Photo Four FEMA Form 086-0-33 (12/19) Replaces all previous editions. Form Page 6 of 6 CITY OF TYBEE ISLAND BUILDING PERMIT DATE ISSUED: WORK DESCRIPTION WORK LOCATION OWNER NAME ADDRESS CITY STATE ZIP CONTRACTOR NAME ADDRESS CITY STATE ZIP 05/23/2022 NEW SINGLE FAMILY HOME 17 SODA ROCK LANE CHRISTIE ZARKOVICH RAMAKER COASTAL HOMES 8 WHITE OAK LN TYBEE ISLAND GA 31328 FLOOD ZONE SQ FT 1,820 TOTAL FEES CHARGED $8,785.50 PROPERTY IDENTIFICATION # PROJECT VALUATION $365,000.00 PERMIT #: 220275 TOTAL BALANCE DUE: $8,785.50 It is understood that if this permit is granted the builder will at all times comply with the zoning, subdivision, flood control, building, fire, soil and sedimentation, wetlands, marshlands protection and shore protections ordinance and codes whether local, state or federal, including all environmental laws and regulations when applicable, subsequent owners should be informed that any alterations to the property must be approved by the issuance of another building permit. Permit holder agrees to hold the City of Tybee Island harmless on any construction covered by this permit. This permit must be posted in a conspicuous location in front of building and protected from the weather. If this permit is not posted work will be stopped. The building contractor will replace curb paving and gutter broken during construction. This permit will be voided unless work has begun within six months of the date of issuance. Signature of Authorized Agent: P.O. Box 2749 * 403 Butler Avenue, Tybee Island, Georgia 31328 (912) 472-5033 - FAX (912) 786-9539 Ischaaf@cityoftybee.org CITY OF TYBEE ISLAND Application for a New Construction Permit P.O. Box 2749 • 403 Butler Ave., Tybee Island, GA 31328 Phone 912.472.5033 • Fax 912.786.9539 — Lschaaf@cityoftybee.org pages 1 — 7 of permit application Required submittals: _ 2 sets building plans q� 1 copy REScheck or COMcheck copy certified survey showing existing ground elevations, flood zone(s), and trees /1 set certified hydrology, drainage and erosion control plans $250 plan review fee (will be forfeited if project is abandoned) check # t_ceet address %' Sow c.. i�f�J& PIN # ¥cc (7,10),S" NAME MAILING ADDRESS PHONE Owner �** � , c 1�1+1'41 1.1x" OVFG1 $3 a S u.),' cf s: `^ S1— lYi,SS'ir�l.J 'Wits Rov.se, S Home: �} q Cell: �:� ---310 `) t'3 Architect or Engineer p�j__ � pp ' O f•�L R C7 �V(!� urr ' FoR' Al — f32ra ¶& ' PCIC,V (�r1 1 ti l -/k `�0614- Officei-1,0 113 Contractor AY.,k7J-' s VN C,.. `:A �� r-61 office: Cell: 9 II — YZ, I 1 t,(1 Check all that apply: Details of project: New Construction ❑ Other ❑ Commercial ential Ingle Family ❑ Duplex ❑ Multi -Family units POI—) C.uof S-CR` 'iibJ 11&t . Estimated cost of construction: $ 3OS,001D A copy of the contract may be requested. Construction type: 1 1. wood frame 2. wood & masonry (select appropriate number below) 3. brick veneer 4. masonry 5. steel & masonry 6. other: Lot area +414 sq. ft. # buildings f # units ) l� # floors _ # bedrooms + 3 # bathrooms Z 'L # of egresses Z An elevator is not an accepted means of egress. � 1 Height T, p1 Vertical distance is measured from the average adjacent grade of the lotto the extreme high point of the building (roof ridge, handrail, etc.), exclusive of chimneys, HVAC units, elevators, and similar appurtenances. Total heated/cooled square footage 1ao Flood Zone /\ (AE or VE) Base Flood Elevation 101 Design Flood Elevation (BFE + 1 -foot) !� As -built setbacks: Front '31) Rear fQ Sides (L) tv (R) l Total driveway(s) width g® feet # of openings J Culvert? 0/A- Swale? ,S A Number of off-street parking spaces Number of trees to be removed 9 A separate tree removal permit is required. 3/10/2013 1 During construction on -site restrooms will be provided by rt. cog< P .N 0 o Construction debris will be disposed by et evJa , u .D u.'aS by means of Section 22-169 —When active work ceases on the project for the day a SECURE COVER shall be placed over the dumpster or container so as to prevent trash or construction debris from being blown out. I understand that I must comply with zoning, erosion control, building, fire, shore protection, and wetland ordinances, FEMA regulations, and all other applicable codes and regulations. I understand a foundation survey and certification letter are required as soon as the foundation is in place to ensure that the setback requirements will be met. I understand an Elevation Certificate — Building Under Construction is required immediately after lowest floor or flood proofing is completed. I realize that an as -built survey, Elevation Certificate — Finished Construction, Breakaway Wall Certification, Recorded Nonconversion Agreement, Energy Code Compliance Certificate, tree mitigation, height certification, drainage certification, and site acceptance by the City will be required. I accept financial responsibility for any expenses the city incurs for third -party engineering services related to this project. I agree to construct/place all equipment such as air conditioning compressors, ducts, water heaters, furnaces, electrical outlets, etc., at or above the required Design Flood Elevation (Base Flood Elevation + 1 -foot). Projects must demonstrate they are in compliance with the City of Tybee Island Stormwater Management requirements as outlined in Article 16 of the Land Development Code. As part of the approval process, applicants must illustrate how these requirements will be met, including how stormwater naturally flowed on the property prior to any development activity, and what changes in stormwater flow will occur. A permit normally requires 7 to 10 business days to process. Signature of applicant: Printed name: R a Date: - Dci—zz— Zoning District The following will be completed by City of Tybee Island personnel. /h 1 _ Flood Zone aL� BFE DFE (// ! Approved zoning action? Verified street address New _ Existing t7 If new, has it been reported to MPC, CRC, etc.? ✓ Number of egresses? Average adjacent grade - feet Drainage and Erosion Control plans approved? Approval Building Official Water/Sewer Public Works Fire Chief Planning & Zoning Date drain. 2 FEES Permit Inspections I 31 ( Water Tap CC Recovery `t. Sewer Stub 17 Aid to Construction Engineering P P eit TOTAL 02s0.� 50.00 aaW. oo O . 00 35 . oe ;Q00.00 $O.oe 8, 7g s ." The following deficiencies are the most common on the projects in the City of Tybee Island. While the deficiencies are not necessarily the fault of the owner or his agent, they are their responsibilities. The two most common areas of deficiencies are for the two most basic BMPs on projects: Co — Construction Exit Sd1 — Sediment Barrier Correct installation information can be found in the Green Book and in the Field Manual for Erosion and Sediment Control in Georgia, which is available at: http://www.gaswcc.orq/dots/field manual 4ed.pdf. The Georgia Soil and Water Conservation Commission is located at 4310 Lexington Road, P.O. Box 8024, Athens, Georgia, 30603. The telephone number is 706.542.3065. Their website is: http://gaswcc.georgia.qov/. Also see pages 9 through 12 of this packet. Attention to the Construction Exit is not limited to the installation, but must also include the material. Specifically, job site personnel are not checking to ensure the stone delivered is the 1.5 -inch to 3.5 -inch stone they requested. Gradations that are obviously smaller will not be tolerated. The smaller stone allows for a smoother surface with smaller voids, thereby reducing the function of the Construction Exit. Type A sediment barriers are not allowed where Type C is required as shown on the approved permit drawings. Where two rows are called for they will be installed with a separation that allows for the first one to fail (fall over) without impacting the second one. The complete assembly and installation must be compliant: steel or wood posts, post spacing, Type C or A, etc. Past violations have resulted in: 1) Sediment discharge from the site which causes unsightliness, inconvenience to others, unnecessary cleanup, and Violation Notices. 2) Increased maintenance efforts by the Department of Public Works on downstream lines. 3) Due to item 2, higher costs to island taxpayers. While these deficiencies are not the only ones, they are the most common. Heeding the above cautions should result in fewer infractions. Downer Davis City of Tybee Island Consulting Engineer SIGNATURE OF ACKNOWLEDGEMENT *---�` Signature of contractor: Printed name: 4MAWar 3 Date: "7A9 / zZ February 2013 Street address of project Plumbing company Water Tap and Sewer Stub Application n n s obrt iZtotiV, Lot C40-14.43p4Ajta2.- Plumbing contact person & phone numbers rn office Name of property owner(s) cal S —r1 j j!` l �l t Phone numbers of property owner(s) C Sr . ? %1 41 office cell Details of project .• t�3 - ► .� . Residential Commercial Enter the required number of water taps/meters and sewer stubs: WATER TAP/METER Number Meter of Taps Size 3/4" 1" 1-1/2" 2" SEWER STUB Number Stub of Stubs Size 4" 6" 8" BACKFLOW PREVENTER NUMBER SIZE STEEL BOX 9 a_ -341 quo., 2" WATTS 007 DBLE CHECK 2" - WATTS 009 RPZ 4" - WATTS 757 OSY DBLE CHECK 4" - WATTS 957 OSY RPZ 6" - WATTS 757 OSY DBLE CHECK 6" - WATTS 957 OSY RPZ 8" - WATTS 757 OSY DBLE CHECK 8" - WATTS 957 OSY RPZ Unauthorized use of water prior to installation of a water meter is prohibited. Installation of lines and meters are the responsibility of the owner/contractor. Contact the Water/Sewer Department at 912.472.5051 for line and tie-in locations and for inspections. Contact the Planning & Zoning Department at 912.472.5033 to arrange for water meter pick up. It is the responsibility of the owner to establish a water/sewer account with the City. An application and deposit are required. Contact 912.472.5025. Signature of owner. Printed name: Date: Signature of contractor. Date: Printed name: 4 L{ —Z1— 7-0-ZZ 4/29 /7-71_, A SEPARATE PERMIT IS REQUIRED FOR INFRASTRUCTURE ALTERATIONS Any alteration to City owned streets, curbs, sidewalks, waterlines, sewer lines, drainage pipes, catch basins, or other elements of the City's infrastructure, requires a separate permit from the City, and an acknowledgement by the individual seeking to accomplish the alteration, that: a. The City's infrastructure will not be degraded in any way. b. All necessary safety precautions will be undertaken. c. The City will inspect the work in process and upon completion. d. The work will be accomplished to the City's satisfaction. e. The City shall be held harmless of any liability or damages of any variety. f. The individual has read applicable portion of the City's Code of Ordinance dealing with the alteration, and agrees to fully comply with such provisions. Will the proposed project at t' require an infrastructure alteration permit? street address of project ❑ Yes [� Description of alteration: A site plan must be provided illustrating the planned alteration. City Design Standards and Specifications: Any alteration to the City's infrastructure shall be accomplished in such a fashion so as to restore the infrastructure to essentially the same condition that existed prior to the alteration, or to an improved condition, as determined by the City. Certification: I hereby acknowledge the above requirements, and certify that I will obtain a separate permit prior to performing any alteration in accordance with these provisions. Signature of contractor: le -.. , Date: Printed name: �MgJti-- 5 CITY OF TYBEE ISLAND Temporary Electrical Service Affidavit Street address of project: r 1 3 tyWV \ L _ I "-�- This notice is to confirm the understanding of the owner and contractor of the compliance requirement of the Georgia State Minimum Construction Codes. It is understood and agreed by the undersigned that the requested temporary electrical power is intended for the completion of the construction process and the testing of equipment installed within the structure. It is understood and agreed by the undersigned that the issuance of temporary power DOES NOT constitute the approval to occupy the structures. A Certificate of Occupancy must be issued by the City of Tvbee Island prior to the structure being furnished and/or occupied. The owner and contractor are hereby held responsible for any violations to this policy. A violation of this policy may result in discontinuance of the electrical service. Temporary electrical service will be granted as an aid to complete construction only. It may be revoked as circumstances dictate. Means shall be l-rovided to disconnect all conductors from the service -entrance conductors. NEC 230.70 State Energy Code Affidavit I hereby declare that the design and construction of the above referenced project is in compliance with the Georgia State Energy Code for Buildings, 2009 Edition, with Georgia Amendments. A Georgia Energy Code Compliance Certificate will be required at project completion. It is understood and agreed by the undersigned owner and contractor (if applicable) that the approval of the permit does not constitute a privilege to violate the Code and that any omission of or misrepresentation of fact, with or without intention, of the permit issued which was based on the approval of this application. The owner will be held responsible for insuring that all permits have been obtained and that all required inspections have been made. The owner will be held legally liable for any violations which may occur with or without his knowledge. The owner shall be allowed to request a Certificate of Occupancy when all inspections (building and site) have been approved. SIGNATURES for Temporary Electrical Service and State Energy Code AFFIDAVITS Signature of owner: ��,.,.� Printed name: Signature of contractor: Printed name: 6 Date: 44— Z� - 2nz-2_— Date: Street address of project: Subcontractor List it/ Q (41t L Provide the company name, business type, address, contact person, and phone numbers of all subcontractors. The City of Tybee Island requires annual Contractor Registration for all contractors. 1. Company I .EE r e )-M-RE Business type 16 0 Address R;` tike-,#?jJgr h L1 AA . CeII number 1 IZ (("7 -sit( Contact person IL-EEAvt6 / 2. Company Address EFfniNa..k Q-A Contact person PetJ PA -0,501 3. Company CO _O$ 03-1., CM) .� 12 L1JJ( Address Contact person n1 et s cb tr A- 4. Company ,. .. _C.A..I vitt-T_L EitW t S Address ` �,•n - -,11 Contact person g p 4i 'b o 5. Company Astfataw ',JYE & 2I S rS Address F Contact person 6. Company Address Contact person (`iv&R. rJ (,J-ccR" ►i21 ~ + S le--• 00- GIN Office number Business type Clec4(R% C.ANto Cell number �i'�- (3 J 17 Office number ,AAA Business type CeII number Office number Business type CeII number Office number eJ\fif Business type CeII number Office number Business type CeII number Office number Attach additional sheets if needed. 7 AV c '1,17 zip 6(4%4 1k/ft ODAVIS ENGINEERING P.O. Box 1663 Tybee Island, GA 31328 Tel. (912) 695-7262 dkdir071419(cr�vahoo.com INVOICE November 4, 2021 Invoice #222026B1 George Shaw Lisa Schaff City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 17 Soda Rock Lane 08/09/2021 1.00 hour Site visit & review 11/04/2021 0.50 hour Review and concurrence 1.50 hour @$175/hour = $262.50 Total Due This Invoice DAVIS ENGINEERING PO Box 1663 Tybee Island, Georgia 31328 November 4, 2021 George Shaw, Director of Community Development City of Tybee Island P.O. Box 2749 Tybee Island, GA 31328 Phone (912) 786-4573 Fax: (912) 786-9539 RE: 17 Soda Rock Lane Dear Mr. Shaw: My review is limited to land development activities. I have not attempted to duplicate the work of the Planning Commission or City staff with regard to setbacks, density, zoning, tree protection or subdivision regulation issues. Within the scope of my design review of the Tue, Oct 26 at 4:14 PM resubmittal, to the best of my knowledge and belief, it is my opinion the proposed work complies with the drainage requirements of the Land Development Code of the City of Tybee Island. Any recommendations do not relieve the project of the requirement to obtain any other required permits, approvals, etc... by the GA D.O.T. (currently under review) or other governmental body or authority having jurisdiction over any portion of this project. Please contact me if you have any questions on this matter Sincerely, d Downer K. Davis, Jr., P.E. 2320260B Lisa Schaaf From: Ashley Mosley <amosley@sce-eng.com> Sent: Thursday, October 14, 2021 7:07 PM To: Lisa Schaaf; George Shaw Cc: 'Joye Reno'; 'Christie Zarkovich' Subject: RE: 17 SODA ROCK LN - drainage -New home Attachments: 17 Soda Rock Ln Tybee DWGS_rev.pdf; Comments Letter 17 Soda Rock Ln.pdf; Jurisdictional_Wetland_Emal_DNR.pdf; 17 Soda Rock Ln Tybee Drainage Report.pdf Hey Lisa, Please see attached, which includes 1. Response to comments letter 2. PDF Revised Drawings 3. Wetland delineation email from DNR; original plat 4. Stormwater Report for reference Let me know if you need anything else/ Ashley D. Mosley, PE SCE Engineering Civil & Environmental Consulting 313 E 65th St. Savannah, GA 31405 Office: 912 354-7114 Fax: 912 355-7534 Cell: 912 341-9630 From: Lisa Schaaf [mailto:lschaaf@cityoftybee.org] Sent: Monday, August 09, 2021 3:23 PM To: Ashley Mosley Subject: RE: 17 SODA ROCK LN - drainage -New home Ashley you should contact DNR Deb 266-3695 about both this one and 113 Campbell delineation. Lisa From: Downer Davis <dkdjr071419@yahoo.com> Sent: Monday, August 9, 2021 3:02 PM To: George Shaw <gshaw@cityoftybee.org> Cc: Ashley Mosley <amosley@sce-eng.com>; Lisa Schaaf <Ischaaf@cityoftybee.org>; Peter Gulbronson <peter.gulbronson@cityoftybee.org> Subject: Re: 17 SODA ROCK LN - drainage -New home 1 George, 1) All other lots on Soda Rock have been required to have the nearby DNR marsh delineation flagged and the 25' buffer shown. I could find neither on the plans. It does not appear to me that the structure will be in the buffer but I've been very surprised by DNR delineations. I recommend determination be given to the City of Tybee's satisfaction that the DNR JD line and the State and Tybee marsh buffers are no within the footprint of the proposed structure, or other activities requiring a variance from the State or City. 2) The Shc needs to be 2 rows of S rather than the single row of NS. 3) Based on my observations runoff to the front/McKenzie discharges down Soda Rock, joining with Soda Rock to then flow down the rear lot line. For my concurrence I need • clarification in the drainage report that the channel on the east side has capacity to convey the flow, and • more detail to assure the flow channel is built to conform to the design. 4) Finally, the driveway does not have a drive over swale and flow will have to flow along the invert of the end of the driveway and the existing edge of McKenzie pavement. I agree with this, but I'm calling it to the attention of the City in the event we're not all in agreement. Downer On Monday, July 26, 2021, 9:26:36 AM EDT, Lisa Schaaf <lschaaf(ccityoftybee.org> wrote: Hi Downer, Here is a new home Drainage plan. Lisa L. Schaaf Planning and Zoning 912-472-5033 City of Tybee Island 403 Butler Avenue -PO Box 2749 Tybee Island, GA 31328 lschaaf@cityoftybee.org<mailto:lschaafAcityoftybee. org> [tybeelogo-web 150px] 2 Firefox about:blank REScheck Software Version 4.7.2 Compliance Certificate Project Zarkovich Residence Energy Code: Location: Construction Type: Project Type: Orientation: Conditioned Floor Area: Glazing Area Climate Zone: Permit Date: Permit Number: 2015 IECC Savannah, Georgia Single-family New Construction Bldg. faces 180 deg. from North 2,002 ft2 17% 2 (1847 HDD) Construction Site: Lot 1 17 Soda Rock lane Tybee Island, GA 31328 Compliance: Passes using UA trade-off Compliance: 13.8% Better Than Code Maximum UA: 427 Your UA: 368 Maximum SHGC: 0.25 Your SHGC: 0.24 The % Better or Worse Than Code Index reflects how close to compliance the house is based on code trade-off rules. It DOES NOT provide an estimate of energy use or cost relative to a minimum -code home. NOTE: Slab -on -grade tradeoffs are no longer considered in the UA or performance compliance path in REScheck. Each slab -on - grade assembly in the specified climate zone must meet the minimum energy code insulation R -value and depth requirements. Owner/Agent: Tim Ramaker Tybee Island, GA 31328 912-321-7645 tramaker64@hotmail.com Designer/Contractor: JoAnn Green JoAnn Green Designs, LLC 901 Woodside Xing Savannah, GA 31405 (912)655-6248 joann.green.designs@gmail.com Envelope Assemblies Assembly Gross Area Cavity Cont. Prop. Req. or R -Value R -Value U -Factor U -Factor Perimeter Prop. Req. UA UA Ceiling 1: Flat Ceiling or Scissor Truss Ceiling 2: Flat Ceiling or Scissor Truss Floor 1: All -Wood Joist/Truss:Over Unconditioned Space Wall 1: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Front Window 1: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.23 Orientation: Front Door 1: Glass SHGC: 0.27 Orientation: Front Wall 2: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Right side 1,209 793 38.0 0.0 38.0 0.0 1,209 19.0 0.0 266 13.0 0.0 34 0.030 0.030 0.030 0.030 24 24 0.047 0.064 57 77 36 36 0.082 0.034 17 17 0.280 0.400 10 14 24 0.300 0.400 7 358 13.0 0.0 0.082 0.084 24 71 0.280 0.400 10 24 20 28 Project Title: Zarkovich Residence Data filename: C:\RESCHECK FILES\ramaker-Iot1-17 soda rock lane.rck Report date: 04/25/22 Page 1 of10 1 of 11 4/25/2022, 3:46 PM Firefox about:blank Assembly Gross Area Cavity Cont Prop. Req. Prop. Req. or R -Value R -Value U -Factor U -Factor UA UA Perimeter Wall 3: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Back Window 3: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.23 Orientation: Back Door 3: Glass SHGC: 0.27 Orientation: Back Wall 4: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Left side Window 4: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.23 Orientation: Left side Wall 5: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Front Window 5: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.23 Orientation: Front Wall 6: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Back Window 6: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.23 Orientation: Back Wall 7: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Right side Window 7: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.23 Orientation: Right side Wall 8: Wood Frame, 16" o.c.:Not Attic Kneewall Orientation: Left side Window 8: Vinyl/Fiberglass Frame:Double Pane with Low -E SHGC: 0.23 Orientation: Left side 266 13.0 0.0 0.082 0.084 12 12 26 0.280 0.400 7 10 96 0.300 0.400 29 38 295 13.0 0.0 0.082 0.084 22 22 28 0.280 0.400 8 11 160 13.0 0.0 0.082 0.084 12 12 18 0.280 0.400 5 7 317 13.0 0.0 0.082 0.084 24 24 26 0.280 0.400 7 10 160 13.0 0.0 0.082 0.084 12 12 17 0.280 0.400 5 7 317 13.0 0.0 0.082 0.084 25 25 18 0.280 0.400 5 7 Compliance Statement The proposed building design described here is consistent with the building plans, specifications, and other calculations submitted with the permit application. The proposed building has been designed to meet the 2015 IECC requirements in REScheck Version 4.7.2 and to comply with the mandatory requirements listed in the REScheck Inspection Checklist. JoAnn Green / Designer . r, l' n 4/25/22 Name - Title Signature Date Project Title: Zarkovich Residence Report date: 04/25/22 Data filename: C:\RESCHECK FILES\ramaker-lot1-17 soda rock lane.rck Page 2 of10 2 of 11 4/25/2022, 3:46 PM Firefox about:blank REScheck Software Version 4.7.2 Inspection Checklist Energy Code: 2015 IECC Requirements: 0.0% were addressed directly in the REScheck software Text in the "Comments/Assumptions" column is provided by the user in the REScheck Requirements screen. For each requirement, the user certifies that a code requirement will be met and how that is documented, or that an exception is being claimed. Where compliance is itemized in a separate table, a reference to that table is provided. Section & Reg.! D 103.1, Construction drawings and ElComplies 103.2 documentation demonstrate ❑Does Not 1PR1]'- energy code compliance for the DNot Observable ,, building envelope. Thermal envelope represented on DNot Applicable construction documents. Pre-Inspection/Plan Review Plans Verified Value Field Verified Value Complies? Comments/Assumptions 103.1, Construction drawings and 103.2, documentation demonstrate 403.7 energy code compliance for 1PR3J1 lighting and mechanical systems. 4/, Systems serving multiple dwelling units must demonstrate compliance with the IECC Commercial Provisions. 302.1, 403.7 1PR2]2 Heating and cooling equipment is Heating: sized per ACCA Manual 5 based Stu/hr on loads calculated per ACCA Cooling: Manual J or other methods Btu/hr approved by the code official. Heating: Btu/hr Cooling: Btu/hr ❑Complies ❑Does Not ❑Not Observable DNot Applicable ['Complies ❑Does Not DNot Observable DNot Applicable Additional Comments/Assumptions: ;1 i Hi h Impact (Tier 1) 2 ! Medium Impact (Tier 2) f 3 f Low Impact (Tier 3) g P I Project Title: Zarkovich Residence Report date: 04/25/22 Data filename: C:\RESCHECK FILES\ramaker-lot1-17 soda rock lane.rck Page 3 of10 3 of 11 4/25/2022, 3:46 PM Firefox about:blank Section & Req.ID 303.2.1 A protective covering is installed to ❑Complies [F01112 protect exposed exterior insulation ❑Does Not and extends a minimum of 6 in. below ❑Not Observable grade. ❑Not Applicable 403.9 Snow- and ice -melting system controls ❑Complies [F01212 installed. ❑Does Not ['Not Observable ❑Not Applicable Foundation Inspection Complies? Comments/Assumptions Additional Comments/Assumptions: 1 +High Impact (Tier 1) 2 1 Medium Impact (Tier 2) 13 [Low Impact (Tier 3) Project Title: Zarkovich Residence Report date: 04/25/22 Data filename: C:\RESCHECK FILES\ramaker-lot1-17 soda rock lane.rck Page 4 of10 4 of 11 4/25/2022, 3:46 PM Firefox about:blank Section * !Framing / Rough -1n Inspection & Req.ID 402.1.1, Glazing U -factor (area -weighted U- 402.3.1, average). 402.3.3, 402.5 [FR2]1 Plans Verified Value Field Verified Value Complies? Comments/Assumptions 402.1.1, 402.3.2, 402.3.3, 402.5 [FR3]1 Glazing SHGC value (area - weighted average). 303.1.3 U -factors of fenestration products [FR4]1 are determined in accordance with the NFRC test procedure or taken from the default table. 402.4.1.1 Air barrier and thermal barrier [FR23]1 installed per manufacturer's instructions. 402.4.3 Fenestration that is not site built [FR20]1 is listed and labeled as meeting AAMA /WDMA/CSA 101/I.S.2/A440 or has infiltration rates per NFRC 400 that do not exceed code limits. IC -rated recessed lighting fixtures sealed at housing/interior finish and labeled to indicate s2.0 cfm leakage at 75 Pa. 402.4.5 [FR16]2 403.3.1 Supply and return ducts in attics [FR1211 insulated >= R-8 where duct is >= 3 inches in diameter and >= R-6 where < 3 inches. Supply and return ducts in other portions of the building insulated >= R-6 for diameter >= 3 inches and R-4.2 for < 3 inches in diameter. 403.3.5 (FR1513 403.4 [FR1712 ❑Complies See the Envelope Assemblies DDoes Not table for values. ❑Not Observable ❑Not Applicable SHGC: SHGC: ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable Building cavities are not used as ducts or plenums. HVAC piping conveying fluids R - above 105 QF or chilled fluids below 55 °F are insulated to aR- 3. 403.4.1 Protection of insulation on HVAC [FR24)1 piping. 403.5.3 [FR1812 Hot water pipes are insulated to R- aR-3. R - R - ❑Complies DDoes Not ❑Not Observable ❑Not Applicable ❑ Complies DDoes Not ❑Not Observable ❑Not Applicable Complies ❑Does Not ❑ Not Observable ❑Not Applicable Complies DDoes Not ❑ Not Observable ❑ Not Applicable ❑Complies ❑Does Not ❑ Not Observable ❑Not Applicable See the Envelope Assemblies table for values. ❑Complies DDoes Not ❑Not Observable ❑Not Applicable ❑Complies Does Not ❑Not Observable ❑Not Applicable ❑Complies DDoes Not ❑Not Observable :blot Applicable ❑Complies DDoes Not ['Not Observable ❑ Not Applicable fTLHigh Impact (Tier 1) 12 j Medium Impact (Tier 2) 3 I Low Impact (Tier 3) Project Title: Zarkovich Residence Report date: 04/25/22 Data filename: C:IRESCHECK FILES\ramaker-lot1-17 soda rock lane.rck Page 5 of10 5 of 11 4/25/2022, 3:46 PM Firefox about:blank Section I & Req.ID . 403.6 (FR19]2 Framing / Rough -In Inspection Automatic or gravity dampers are installed on all outdoor air intakes and exhausts. Plans Verified Value Additional Comments/Assumptions: Field Verified Value Complies? ❑Complies ❑Does Not ❑Not Observable ❑Nat Applicable Comments/Assumptions 1 High Impact (Tier 1) 0 2 Medium Impact (Tier 2) 13 Low Impact (Tier 3) Project Title: Zarkovich Residence Report date: 04/25/22 Data filename: C:\RESCHECK FILES\ramaker-lot1-17 soda rock lane.rck Page 6 of10 6 of 11 4/25/2022, 3:46 PM Firefox about:blank Section Insulation Inspection & Req.ID 303.1 All installed insulation is labeled [IN13]2 or the installed R -values provided. Plans Verified Field Verified Value Value 402.1.1, Floor insulation R -value. 402.2.6 [IN1]' 303.2, Floor insulation installed per 402.2.7 manufacturer's instructions and [IN2]' in substantial contact with the underside of the subfloor, or floor framing cavity insulation is in contact with the top side of sheathing, or continuous insulation is installed on the underside of floor framing and extends from the bottom to the top of all perimeter floor framing members. R- R- Wood ❑ Wood Steel ❑ Steel 402.1.1, Wall insulation R -value. If this is a R- 402.2.5, mass wall with at least 1/2 of the ❑ Wood 402.2.6 wall insulation on the wall � Mass [IN3]' exterior, the exterior insulation Steel requirement applies (FR10). R- [] Wood • Mass • Steel Complies? Comments/Assumptions ['Complies ❑Does Not DNot Observable DNot Applicable ❑Complies See the Envelope Assemblies ❑Does Not table for values. DNot Observable DNot Applicable ❑ Complies ❑Does Not DNot Observable DNot Applicable ❑Complies See the Envelope Assemblies ❑Dogs Not table for values. ❑ Not Observable ❑Not Applicable 303.2 Wall insulation is installed per ❑Complies [IN4]' manufacturer's instructions. ❑Does Not DNot Observable DNot Applicable Additional Comments/Assumptions: 1 High Impact (Tier 1) Medium Impact (Tier 2) 3 I Low Impact (Tier 3) Project Title: Zarkovich Residence Report date: 04/25/22 Data filename: C:IRESCHECK FILES\ramaker-lot1-17 soda rock lane.rck Page 7 of10 7 of 11 4/25/2022, 3:46 PM Firefox about:blank Section # I Final Inspection Provisions k Req.ID I 402.1.1, Ceiling insulation R -value. 402.2.1, 402.2.2, 402.2.6 [Fill' Plans Verified Value Field Verified Value 1 Complies? Comments/Assumptions 303.1.1.1, Ceiling insulation installed per 303.2 manufacturer's instructions. (FI2]' Blown insulation marked every 300 ft'. R- R- • Wood ❑ Wood ❑ Steel ❑ Steel ❑Complies See the Envelope Assemblies ❑Does Not table for values. ❑Not Observable ❑Not Applicable ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable 402.2.3 Vented attics with air permeable ❑Complies [F1221' insulation include baffle adjacent ❑Does Not to soffit and eave vents that extends over insulation. ❑Not Observable ❑Not Applicable 402.2.4 Attic access hatch and door [FI3]' insulation aR-value of the adjacent assembly. 402.4.1.2 Blower door test @ 50 Pa. <=5 (F117]' ach in Climate Zones 1-2, and <=3 ach in Climate Zones 3-8. 403.3.4 Duct tightness test result of <=4 [F14]1 cfm/100 ft2 across the system or <=3 cfm/100 ft2 without air handler @ 25 Pa. For rough -in tests, verification may need to occur during Framing Inspection. 403.3.3 Ducts are pressure tested to [F12711 determine air leakage with either: Rough -in test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the system including the manufacturer's air handler enclosure if installed at time of test. Postconstruction test: Total leakage measured with a pressure differential of 0.1 inch w.g. across the entire system including the manufacturer's air handler enclosure. 403.3.2.1 Air handler leakage designated [FI24]' by manufacturer at <=2% of design air flow. Programmable thermostats installed for control of primary heating and cooling systems and initially set by manufacturer to code specifications. Heat pump thermostat installed ❑Complies on heat pumps. ❑Does Not ❑Not Observable ❑Not Applicable Circulating service hot water ❑Complies systems have automatic or ❑Does Not accessible manual controls. ❑Not Observable ❑ Not Applicable R- ACH 50 = cfm/100 ft2 cfm/100 ft2 R- ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable ACH 50 = ❑Complies ❑Does Not ❑ Not Observable ❑Not Applicable cfm/100 ft2 ft2 ❑Complies ❑Does Not ❑Not Observable ❑ Not Applicable cfm/100 ❑Complies ❑Does Not ❑ Not Observable ❑Not Applicable ❑Complies ❑Does Not ❑ Not Observable ❑Not Applicable EComplies ❑ Does Not ❑ Not Observable ❑Not Applicable 1 1 lHigh Impact (Tier 1) 2 l Medium Impact (Tier 2) 3 I Low Impact (Tier 3) Project Title: Zarkovich Residence Report date: 04/25/22 Page 8 of10 Data filename: C:\RESCHECK FILES\ramaker-lotl-17 soda rock lane.rck 8 of 11 4/25/2022, 3:46 PM Firefox about:blank Section 1 # 1 Final Inspection Provisions & Req.ID I _ 403.6.1 All mechanic& ventilation system (F125)2 fans not part of tested and listed HVAC equipment meet efficacy and air flow limits. 403.2 Hot water boilers supplying heat [F126]2 through one- or two -pipe heating systems have outdoor setback control to lower boiler water temperature based on outdoor temperature. 403.5.1.1 Heated water circulation systems [FI28]2 have a circulation pump. The system return pipe is a dedicated return pipe or a cold water supply pipe. Gravity and thermos - syphon circulation systems are not present. Controls for circulating hot water system pumps start the pump with signal for hot water demand within the occupancy. Controls automatically turn off the pump when water is in circulation loop is at set -point temperature and no demand for hot water exists. Plans Verified Value Field Verified Value Complies? Comments/Assumptions ❑Complies ❑Does Not :Not Observable ❑ Not Applicable ❑Complies ❑Does Not ❑Not Observable ❑Not Applicable ❑Complies ❑ Does Not ['Not Observable ❑Not Applicable 403.5.1.2 Electric heat trace systems ❑Complies [F129]2 comply with IEEE 515.1 or UL ❑Does Not 515. Controls automatically adjust the energy input to the ❑Not Observable heat tracing to maintain the ❑Not Applicable desired water temperature in the piping. 403.5.2 Water distribution systems that [FI30]2 have recirculation pumps that pump water from a heated water supply pipe back to the heated water source through a cold water supply pipe have a demand recirculation water system. Pumps have controls that manage operation of the pump and limit the temperature of the water entering the cold water piping to 104°F. 403.5.4 Drain water heat recovery units ❑Complies [F131]2 tested in accordance with CSA ❑Does Not B55.1. Potable water -side pressure loss of drain water heat ❑Not Observable recovery units < 3 psi for ❑Not Applicable individual units connected to one or two showers. Potable water- side pressure loss of drain water heat recovery units < 2 psi for individual units connected to three or more showers. ❑Complies ❑Does Not :Not Observable ❑Not Applicable 404.1 75% of lamps in permanent [F1612 fixtures or 75% of permanent fixtures have high efficacy lamps. Does not apply to low -voltage lighting. 404.1.1 [FI23]3 ❑Complies ❑ Does Not ❑Not Observable ❑Not Applicable Fuel gas lighting systems have no continuous pilot light. ❑ Complies ❑ Does Not ❑Not Observable ❑Not Applicable 1 THigh Impact (Tier 1) 1 2 ' Medium Impact (Tier 2) 1 3 [Low Impact (Tier 3) Project Title: Zarkovich Residence Report date: 04/25/22 Data filename: C:\RESCHECK FILES\ramaker-lot1-17 soda rock lane.rck Page 9 of10 9 of 11 4/25/2022, 3:46 PM Firefox about:blank Section ➢ # & Rey.ID; 401.3 Compliance certificate posted. ❑Complies (F1712 ❑Does Not ❑Not Observable ❑Not Applicable Final Inspection Provisions Plans Verified Value Field Verified Value Complies? 303.3 (FI1813 Manufacturer manuals for mechanical and water heating systems have been provided. Additional Comments/Assumptions: Comments/Assumptions ❑Complies ❑Does Not ❑ Not Observable ❑ Not Applicable 1 High Impact (Tier 1) 2 I Medium Impact (Tier 2) 3 I Low Impact (Tier 3) Project Title: Zarkovich Residence Report date: 04/25/22 Data filename: C:\RESCHECK FILES\ramaker-lot1-17 soda rock lane.rck Page 10 of10 10 of 11 4/25/2022, 3:46 PTV Firefox about:blank C 2015 IECC Energy Efficiency Certificate Insulation Rating R -Value Above -Grade Wall Below -Grade Wall Floor Ceiling / Roof Ductwork (unconditioned spaces): 13.00 0.00 19.00 38.00 Glass & Door Rating U -Factor SHGC Window Door 0.28 0.30 0,23 0.27 Heating & Cooling Equipment Efficiency Heating System: Cooling System: Water Heater: Name: Comments Date: 11 of 11 4/25/2022, 3:46 PM Lisa Schaaf From: Sent: To: Subject: Attachments: Lisa Schaaf Thursday, November 4, Ashley Mosley FW: 17 SODA ROCK LN 22202606_.pdf Hi Ashley, Here is Downers approval. Can you send me the two approved paper copies. lisa From: Downer Davis <dkdjr071419@yahoo.com> Sent: Thursday, November 4, 2021 9:57 AM To: George Shaw <gshaw@cityoftybee.org> Cc: Lisa Schaaf <Ischaaf@cityoftybee.org> Subject: Re: 17 SODA ROCK LN - drainage -New home 2021 10:36 AM - drainage -New home On Thursday, November 4, 2021, 09:21:43 AM EDT, Downer Davis <dkdjr071419avahoo.com> wrote: I'm catching up. This is an excellent response. Particularly, the explanation supporting my not looking further into drive -over swale on the future driveway. I appreciate Ashley helping us to provide such clarity for the archives. I'll send out concurrence and invoice under separate email. Downer On Tuesday, November 2, 2021, 12:42:36 PM EDT, Downer Davis <dkdir071419(cvahoo.com> wrote: I'll review this afternoon Downer Sent from Yahoo Mail for iPhone On Tuesday, October 26, 2021, 16:14, Lisa Schaaf <Ischaafa,citvoftvbee.org> wrote: From: Ashley Mosley <amosley(c�sce-eng.com> Sent: Thursday, October 14, 2021 7:07 PM To: Lisa Schaaf <Ischaaf(a,cityoftybee.orq>; George Shaw <gshaw(u?_citvoftvbee.org> 1 Lisa Schaaf From: Downer Davis <dkdjr071419@yahoo.com> Sent: Thursday, November 4, 2021 9:22 AM To: George Shaw Cc: PE Ashley D. Mosley; Peter Gulbronson; Lisa Schaaf Subject: Re: 17 SODA ROCK LN - drainage -New home I'm catching up. This is an excellent response. Particularly, the explanation supporting my not looking further into drive -over swale on the future driveway. I appreciate Ashley helping us to provide such clarity for the archives. I'll send out concurrence and invoice under separate email. Downer On Tuesday, November 2, 2021, 12:42:36 PM EDT, Downer Davis <dkdjr071419@yahoo.com> wrote: I'll review this afternoon Downer Sent from Yahoo Mail for iPhone On Tuesday, October 26, 2021, 16:14, Lisa Schaaf <Ischaaf@cityoftybee.org> wrote: From: Ashley Mosley <amosley(c�sce-enq.com> Sent: Thursday, October 14, 2021 7:07 PM To: Lisa Schaaf <Ischaaf ancityoftybee.orq>; George Shaw <gshaw cityoftybee.org> Cc: 'Joye Reno' <ikrarchitect(cr�gmail.com>; 'Christie Zarkovich' <cizarkovich(c�gmail.com> Subject: RE: 17 SODA ROCK LN - drainage -New home Hey Lisa, Please see attached, which includes 1. Response to comments letter 2. PDF Revised Drawings 3. Wetland delineation email from DNR; original plat 4. Stormwater Report for reference Let me know if you need anything else/ Ashley D. Mosley, PE 1 Lisa Schaaf From: Lisa Schaaf Sent: Wednesday, October 27, 2021 8:36 AM To: Ashley Mosley Subject: 17 Soda Rock Hi Ashley, Don't worry about the survey. George and Deb are satisfied with what we have. I will let you know when Downer approves the drainage. Thanks, Lisa L. Schaaf Planning and Zoning 912-472-5033 City of Tybee Island 403 Butler Avenue -PO Box 2749 Tybee Island, GA 31328 lschaa1cityoftybee. org 1 Lisa Schaaf From: Downer Davis <dkdjr071419@yahoo.com> Sent: Monday, August 9, 2021 3:02 PM To: George Shaw Cc: Ashley Mosley; Lisa Schaaf; Peter Gulbronson Subject: Re: 17 SODA ROCK LN - drainage -New home George, 1) All other lots on Soda Rock have been required to have the nearby DNR marsh delineation flagged and the 25' buffer shown. I could fmd neither on the plans. It does not appear to me that the structure will be in the buffer but I've been very surprised by DNR delineations. I recommend determination be given to the City of Tybee's satisfaction that the DNR JD line and the State and Tybee marsh buffers are no within the footprint of the proposed structure, or other activities requiring a variance from the State or City. 2) The Shc needs to be 2 rows of S rather than the single row of NS. 3) Based on my observations runoff to the front/McKenzie discharges down Soda Rock, joining with Soda Rock to then flow down the rear lot line. For my concurrence I need • clarification in the drainage report that the channel on the east side has capacity to convey the flow, and • more detail to assure the flow channel is built to conform to the design. 4) Finally, the driveway does not have a drive over swale and flow will have to flow along the invert of the end of the driveway and the existing edge of McKenzie pavement. I agree with this, but I'm calling it to the attention of the City in the event we're not all in agreement. Downer On Monday, July 26, 2021, 9:26:36 AM EDT, Lisa Schaaf <lschaaf@cityoftybee.org> wrote: Hi Downer, Here is a new home Drainage plan. Lisa L. Schaaf Planning and Zoning 912-472-5033 City of Tybee Island 1 Lisa Schaaf From: Sent: To: Cc: Subject: Attachments: Lisa Schaaf Monday, July 26, 2021 9:26 AM P. E. Downer K. Davis (dkdjr071419@yahoo.com) Ashley Mosley 17 SODA ROCK LN - drainage -New home 17 Soda Rock Ln Tybee Drainage Report.pdf; 17 Soda Rock Ln Tybee DWGS.pdf Hi Downer, Here is a new home Drainage plan. Lisa L. Schaaf Planning and Zoning 912-472-5033 City of Tybee Island 403 Butler Avenue -PO Box 2749 Tybee Island, GA 31328 lschaaf@cityotybee.org 1 is Atrizel m MM.1rIN1 10 rlfl .NCr: tYAtI t 70 • 1l.1`(1INR NC TO `!+1 Pike Deft! a:, vet 1.1:+:9171: iY in710. rteue '. N;we A R Frill I3 r. ■Frrn AY REYNOLDS A NI) NI: itVF- YON CIO STE<I'HCNF[IN AYtSI;L' ,nArra{{� AA aU1'R: L ELitl'IE)N � A I. 352 A jlan!t FAX ,J12 962 7787 • 2 11 3 T!I NI LYE OAK AVENUE 60' R/W LIiAU1'►'Nk:1]) 11 %' 9 !IS°08'00'E 50 .00• 4 0+0.79' r,A teali RA 1 ,041 . w , raw a + a O {T � us HI 5 I 8 7 Fa VI Ii Plflr I .-, IENI 50„0. '. 5O _ • d •4'06'4I a 3i0 H nark AU, ru[tt<L'+ AM '1; N' REA•Akk NOTED (1111Fltroi •••1 00 APAI. r .w4 WY 41011 y Ar!Kl1,.w ARP I 7tam Ea rK4Er.R Il*' I•C P MANUTAMY Pr.. =4 CO AM I :tR' MrtC ARAB 11111271, I:AW' NENt ON 101 I 1:1 1I17/P4 2r wYpklarPOZ an 9trtt) 7`? aloe GA rWft 1f UNL 1 IC AREA =:31464 SF t[I (f C:ItAi?H1l seALti' aria tan 4 8A2' I. IK t_izr 17 N iS'UA 'M emaN L 0. x g • IRk .10 PLAT OF LOTS 2, 3, 4, 5, 6, 7 & 8, BLOCK 6, GARDEN WARD, TYBEE ISLAND, CHATHAM COUNTY, GEORGIA FOR SODA PROPERTIES Ashley Mosley From: Barreiro, Deb [Deb.Barreiro@dnr.ga.gov] Sent: Tuesday, September 21, 2021 2:31 PM To: Ashley Mosley Cc: gshaw Subject: RE: 17 Soda Rock Delineation I have visited the site. Based on my observations in the field, There are no CMPA jurisdictional wetlands on the parcel, There are 5 pink tape flags identifying the CMPA jurisdiction wetlands present within the COTI ROW associated with Live Oak and Railroad Avenues, Any work landward of the CMPA jurisdictional wetlands requires COTI authorization. This includes clearing, grading as well as construction, Please coordinate those permit applications accordingly, Thanks for your patience while I worked through my site visit list! db From: Ashley Mosley <amosley@sce-eng.com> Sent: Thursday, September 9, 2021 11:23 AM To: Barreiro, Deb <Deb.Barreiro@dnr.ga.gov> Subject: RE: 17 Soda Rock Delineation CAUTION: This email originated from outside of the organization. Do not click links or open attaclments unless you recognize the sender and know the content is safe. Hey Deb, See attached plat for the property> The comer lot at Soda Rock /McKenzie. Looks like the wetlands are further back and don't occur near enough to affect building placement Ashley D. Mosley, PE SCE Engineering Civil & Environmental Consulting 313 E 65th St. Savannah, GA 31405 Office: 912 354-7114 Fax: 912 355-753.1 Cell: 912 341-9630 From: Ashley Mosley [mailto:amoslevOsce-enq.comj Sent: Monday, September 06, 2021 3:19 PM To: 'Barreiro, Deb' Subject: RE: 17 Soda Rock Delineation Deb. See attached form which is signed by the owner. Also attached is the topographic survey 10/13/2021 Ashley D. Mosley, PE SCE Engineering Civil & Environmental Consulting 313E 65th St. Savannah, GA 31405 Office: 912 354-7114 Fax: 912 355-7534 Cell: 912 341-9630 From: Barreiro, Deb[mailto:Deb.Barreiro@dnr.ga.gov1 Sent: Wednesday, August 25, 2021 7:53 AM To: Ashley Mosley Subject: RE: 17 Soda Rock Delineation This request needs to be executed by the property owner. Are you the property owner? Additionally Please provide a copy of the deed and plat referenced in the deed. Can you tell me if the property corners are flagged in the field? thanks From: Ashley Mosley <amosley@sce-eng.com> Sent: Monday, August 23, 2021 12:08 PM To: Barreiro, Deb <Deb.Barreiro@dnr.ga.gov> Subject: FW: 17 Soda Rock Delineation CAUTION: This email originated from outside of the organization. Do not click links or open attachments unless you recognize the sender and know the content is safe. Hey Deb, See attached Jurisdictional Request form for 17 Soda Rock/ Let me know if you need anything else/ Ashley D. Mosley, PE SCE Engineering Civil & Environmental Consulting 313 E 65th St. Savannah, GA 31405 Office: 912 354-7114 Fax: 912 355-7534 Cell: 912 341-9630 From: Cummins, Katherine fmailto:katherine.cummins©dnr.ga.govj 10/13/2021 Sent: Wednesday, August 11, 2021 9:43 AM To: amosley@sce-enq.com Subject: 17 Soda Rock Delineation Mr. Mosley, Thanks for your call. I have attached the jurisdictional request form that will be needed to determine if and where jurisdictional coastal marshlands occur on the property. Please have the landowner fill out the form and submit it to deb.barreiro@dnr.ga.gov. If there are any other marsh or beach related questions she will be able to help you out! Thanks, Katherine Cummins Compliance and Enforcement Specialist Coastal Resources Division 0: (912) 262-31101M: (912) 622-16761F: (912) 717-6617 Facebook • Twitter • Instagram Buy a hunting or fishing license today! A division of the GEORGIA DEPARTMENT OF NATURAL RESOURCES 10/13/2021 sce engineering Civil/Environmental Consulting Oct 11, 2021 Lisa L. Schaaf, George Shaw City of Tybee Island Planning and Zoning Dept Office: 912.472.5033 Fax: 912.786.9539 Ischaaf@cityoftybee.org Re: 17 Soda Rock Ln, Tybee Island, GA (Site) Drainage Plan Review Response to Comments Dear George and Lisa: Comments received are numbered 1-4 below and responses are shown in italics: 1) All other lots on Soda Rock have been required to have the nearby DNR marsh delineation flagged and the 25' buffer shown. I could find neither on the plans. It does not appear to me that the structure will be in the buffer but I've been very surprised by DNR delineations. I recommend determination be given to the City of Tybee's satisfaction that the DNR JD line and the State and Tybee marsh buffers are no within the footprint of the proposed structure, or other activities requiring a variance from the State or City. > A wetland delineation was performed on 9/21/2021 and copy of an email from Deb Barreiro, DNR, is attached to this resubmittal. Also attached is the original plat that shows an old wetland boundary(2003) which doesn't appear to have changed that much. The newly flagged wetland boundary occurs on Tybee ROW associated with Live Oak and Railroad Avenues. The new flags were measured in the field to be about 25 ft from northern tip of the Site, its nearest point. A 25' buffer may include the notheastern tip of the Site, as shown in the original plat, but is well inside the 10' rear setback, and wouldn't effect building location. 2) The Sd1 needs to be 2 rows of S rather than the single row of NS. >Drawings have been revised to show 2 rows of silt fence/. 3a) Based on my observations runoff to the front/McKenzie discharges down Soda Rock, joining with Soda Rock to then flow down the rear lot line. For my concurrence I need clarification in the drainage report that the channel on the east side has capacity to convey the flow... >The channel along the eastem adjacent property line was analyzed and found to be adequate. On pg 4 of the report `4.2 Stormwater Conveyance' says, "The existing 313 E 65th St.. Savannah, GA 31405 912.341.9630 www.sce-eng.com Re: 17 Soda Rock Ln, Tybee Island, GA Drainage Plan Review Response to Comments Oct 11, 2021 Page 2 of 2 swale that accepts the stormwater along eastern property boundary was analyzed found to be able to easily accommodate existing and any additional stormwater. The overall depth of swale is 2-3 feet. During a 100 yr rain event, water reaches a depth of 0.22 feet. See Appendix C for calculations/" 3b) ...and more detail to assure the flow channel is built to conform to the design. >A swale detail has been added.to C3 Grading -Plan 4) Finally, the driveway does not have a drive over swale and flow will have to flow along the invert of the end of the driveway and the existing edge of McKenzie pavement. I agree with this, but I'm calling it to the attention of the City in the event we're not all in agreement. > The proposed gravel driveway connection to McKenzie Ave is located at a small grade break (elev 6.02, see dwgs) in the swale along McKenzie Ave. Stormwater that occurs north of this elev. goes north directly into the marsh. Drainage that occurs south of that point generally takes a counter -clockwise route around the Site; starting from that grade break and tuming east down Soda Rock Ln; then tuming north into swale along eastern adjacent boundary. (See Pg 3 '2.0 Proposed Site Conditions' of stormwater report) SCE is pleased to have the opportunity to provide you with this as -built re -submittal. If you need more information or have additional questions, please do not hesitate to contact me at my email, amosley@sce-eng.com or by phone (912) 354-7114. Sincerely, SCE Engineering Ashley D. Mosley, PE 313 E 65th St., Savannah, GA 31405 912.341.9630 www.sce-eng.com VICINITY MAP (NTS) SINGLE FAMILY RESIDENCE SITE PLAN 17 SODA ROCK LN CITY OF TYBEE ISLAND CHATHAM COUNTY, GA PREPARED FO R: CHRISTIE ZARKOVICH REV OCT 11, 2021 sce engineering !f. EX OF DRAWINGS SHEET NUMBER DESCRIPTION -- COVER SHEET COI EXISTING TOPO M TREE REMOVAL PLAN CO2 SOIL M E ROSION CONTROL PLAN CO) DRAINAGE PLAN C04 SOIL be EROSION CONTROL DETAILS PROJECT INFORMATION ' Total Protect Area: 0,10 acres Proposed Building Area: 650 SF Curr ent Z oning District: R-1 Pr op osed Land U se: R-1 PIN: 40026 04015 Flood Zone: AE 9, AE 10 Datum: GA STATE PLANE E NAD 83, ELEV NAVD BB Soil Type: CHIPLEY SAND Ashley D. M osl ey, PE (912) 354-7114 6.09 6.20 x 6 .25 5. 90>, x6.17 U 5.9p� I J �1 00 5. 98 z� O U 5.22 5. 79 VAULT UNDERGROUND COMMUNICg710NS TBM2 8.09 x5 .92 \ _ TOP 5/872BIPF N84.50'54"Iw ELV.-5.38' 1/2" \ SD DD RELOCATE RB CLEANOUT qAl i r 10' SE 7 dco TOP Al -7.15' 24"0,K REMOVE l 5/8" EXISTING RB - TREES - ,'RELOCATE P OWER POLE 0 I 3 I iQ I I�.30 I �x 5.18 dpit:3 I I Ioloi In 07 I I i , 5. 78! `\�'--7-- J I-- 10.0 ' 5 .41 12"PALM _ OVERHANG ON 5.3� TEM1 NAIL IPF � j' ` -SUBJECT 0.3' - IN PP 11/2^ � 50.00' ELV• -7.50' RB d.io S84" 49'30» 4 DEBRA/F YOUNG IPF 5/8•' RB LIVE OAK AVE 60' PUBLIC R/w (UNOPENED) O DWELLING JAMES N/A• & KATHLEEN F. SANFORD 20' ACCESS/UTILITY A .K.A. EASEMENT SODA ROCK LN 6'WOOD - - - - 11 LILLIANF N C. PIPER 1 I I I I I I I I 1 I I I I I I 1 1 I CE Ur� v 913.. V EROSION CONTRO L NO TES, 1. DISTURBED AREAS SHALL BE STABILIZED BY GRASSING AND MULCHING. N 40) P•O \O R Q conRS1 niGREcA-2 LT -Lora/nu uNPERLinsK CONSTRUCTION EXIT Co NOT is a=ALF PROJECT DESCRIPTION: PROJECT 15 0.10 ACRES OCCURING IN A RESIDENTIAL AREA AND INCLUDES THE CONSTRUCTION SINGLE FAMILY RESIDENCE IN THE R-1 20NING 015TICT OF TYKE ISLAND. WH EN POSSIBLE, EXISTING DRAINAGE FACILITIES ARE UTIL12E0 AND DRAINAGE Fl OW PATHS GENERALLY FOLLOW TFIE EXISTING TOPOGRAPII1 OWNER/DEVELOPER: CHRISTIE ZARKOVICH 24 -HOUR CONTACT: ASHLEY MOSLEY: 912. 341. 9630 CONSTRUCTION TIME: 10 MONTHS DISTURBED LAND: APPROXIMATELY 0 .10 acres T certify that the Itt ES& PCpion provides far an o date and Y P P aPPr P comprehensive system f BMP 'redb the SWOCA a nd the Ma nual for Erosion omp qu an d Sediment Control in Ge orgia'', provides for the sampling of the rece vrI wa ters) or the sampling of the storm water *0 110116 and tha t the des gned system of *Ws & el the requ ire me nts con tain ed in Bea l NPDES Pe rmit No . GAR ' sampling ne yu lre m yen loon s"I certify u nder penalty of low that this ES& PC plan W ae prepared after o Visit to the Site by myself or one of my e mplo yees under my direct au PerViaiom" Ashley 0 MO slc yy, P. E. GSWCC Certlflo a110n No. 60013 OD°O °O°°0O°O °O°° ♦e♦♦e eee♦°ee eee♦ i e 0ei 0°e ° O°e4° Oe �Oe° e0°O Oe Oe°° °ee Je ° ♦ �e° 1 a eels � eeee e° °�°e °O�°i0ei°i• i°J�O°i 4°�° POSTsp ro BE .1% 1127,11. EXCAVATED FRONT VIEY1 002 1 DB3 TREhoT SILT FENCE TYPE B Nar To SCALE SIDE VIEW TEMPORARY SEEDING 118E ANTI FFR11(,j}I( AGRIGRADE D TURAL LIME AREA S REQUIRREQUIRED UNLESSSOILTESOILSTS CANOCATE OTHERIAINE. APPLY E STED O DETERMINE AGR ICULTURAL SMNE OED RATE OF O NE FENRILLC00 SOILS OR SOIL MATERIAL, FERTILIZER IS NOT REQUIRED. FOR BE SOILS WITH VERY LOW EERIE., 500 TO 700 POUNDS OF REA SONABLYON 0-10-10 FERTILIZER OR THE EQUIVALENT PER ACRE (12-16 LBS. /1,000 SF) SH ALL BE APPLIED. FERTILIZER SHOULD BE APPLIED BEFORE LAND PREPARATION AND INCORPORATED WITH A DIST, RIPPER OR CHISEL MITI CHNG TEMPORARY VEGETATION CAN. IN MOST CASES, 0E ESTABLISHED WITHOUT THE USE OF MULCH. MULCH WITHOUT 50EOING SHOULD BE CONSIDERED FOR SHORT TERM PROTECTION. PERMANENT SEEDING I IMF AND FERT1UFR AGRICULTURAL LIME IS REQUIRED AT THE RATE OF ONE TO TWO TONS PER ACRE UNLESS SOIL TEST INDICATES OTHERWISE. GRADED AREAS REQUIRE LIME APPLICATION. AGRICULTURAL LIME SPREAD BY HYDRAULIC SEEDING EQUIPMENT SHALL BE FINELY GROUND LIMESTONE INITIAL FERTILIZATION, NITROGEN, TOPDRESSING, AND MAINTENANCE FERTILIZER REQUIREMENTS FOR EACH SPECIES OR COMBINATION OF SPECIES ARE LISTED IN TABLE 5-5.1. EE4U HN G MULCH IS REQUIRED FOR ALL PERMANENT VEGETATION APPLICATIONS. MULCH APPLIED TO SEEDED AREAS SHALL ACHIEVE 750 SOIL COVER. S ELECT THE MULCHING MATERIAL FROM THE FOLLOW ING 105 41 SODDING 11MF AND FFRT1117001 AGRICULTURAL LIME IS REQUIRED AT THE RATE OF ONE TO TW O TONS PER ACRE UNLESS SOIL TEST INDICATES OTHERWISE TYPE OF MULCH DRY STRAW APPLICA IION 124(0 2 TONS/ACRE DRY HAY 2 1/2 TONS/ACRE WOOD CELLULOSE M ULL' OR WOOD PULP W OOD CELLULOSE OR WOOD PULP FIBER FOR SLOPES 3/4:1 OR STEEPER FIBER 500 LBS/ACRE 1,000 I .BS/ACRD SERICEA LESPEDEZA HAY S IONEVACR0 PINE STRAW OR PINE BA RK 3 INCHES THICK MULCH TO BE APPLIED PER " MANUAL FOR EROSI ON AND SEDIMENT CONTROL IN GEORGIA ", FIFTH EDITION. TA SKS MONTHS _ ^E f 5 6 INSTALL EROSION CONTROL UTILITY CONSTRUCTION TEMPORARY VEGETATION PERMANENT VEGETATION REMOVE TEMPORA RY MEASURES I I r .. A 12. ALL AREAS TO BE PAVED SHALL BE STABILIZED WITH BASE MATERIAL A5 SOON AS PRACTICAL TEMPORARY OR PERMANENT VEGETATIVE STABILIZATION SHALL BE PROVIDED IMMEDIATELY AFTER REACHING FINAL GRADE FOR ALL AREAS NOT TO BE PAVED. 13. NON-EXEMPT ACTIVI11E5 SHALL NOT BE CONDUCTED WITHIN THE 25 UNDISTURBED STREAM BUFFERS AS MEASURED FROM THE P01N1 OF WATERSHED VEGETATION WITHOUT FIRST AMMA N THE NECESS ARY VARIENCES AND PERMITS TEMPORARY MULCHING SHALL BE PR0V10E0 TO DISTURBED AREAS NOT TO RECEIVE PERM ANENT STABILIZATION WITHIN 14 DAYS OF COMPLETION OF 000511401160 114 WHEN ANY CONSTRUCTION BORDERS A DRAINAGE COURSE, 1HE CONTRACTOR SHALL NOT DEPOSIT ANY BUILDING OR OTHER EXCAVATION SPOIL DIRT, CONSTRUCTOR TRASH OR DEBRIS, ETC. IN THE DRAINAGE COURSE OR ASSOCIATED FL00DPI.AIN. 16 . THE ESCAPE OF SEDIMENT FROM THE SITE SHALL BE PREVENTED BY THE INSTALLATION OF EROSION AND SEDIMENT CONTROL MEASURES AND PRACTICES PRIOR TO, OR CONCURRENT WITH, LAND DISTURBING ACTIVITIES. 17 EROSION CONTROL MEASURES WILL BE MAINTAINED AT ALL TIMES. IF FULL IMPLEMENTATION OF THE APPROVED PLAN DOES NOT PROVIDE FOR EFFECTIVE EROSION CONTROL, ADDITIONAL EROSION AND SEDIME NT CONTROL MEASURES SHALL BE IMPLEMENTED TO CONTROL OR TREAT THE SEDIMENT 600600. WASTE MATERIALS SHALL NOT BE DISCHARGED TO WATERS OF THE STATE EXCEPT AS 4U10 061200 BY SECTION 404 PERMIT. PLAN DESIGNER HAS VISITED THE PROJECT SITE PRI OR TO THE DESIGN OF THE E&SC PLANS AND PLAN DESIGNER WILL VISIT PR OJECT STE TO INSPECT BHP'S WITHIN 7 DAYS AFTER INI TIAL CONSTRUCTION BEGINS (FOR PROJECTS GREATER THAN ONE ACRE) . 20. ANY DISTURBED AREA LEFT EXP OSED FOR A PERI OD OF GREATER THAN 14 D AYS SHALL BE STABILIZED WITH MULCH OR TEMPORARY SEEDING. 00. THE ENTIRE PROJECT CONSISTS OF THE DEVELOPMENT OF 1 SINGLE FAMILY LOT. ALL CONSTRUCTION ACTIVITIES AND EROSION CONTROL MEASURES SHALL BE CONDUCTED WI3IIN LIMITS OF DESIGNATED AREAS. WER ANDS WERE OBSERVED ONSITE. STATE WATERS EXIST WITHIN 200' OF THIS PROJECT. TYPE C SILT FENCE SHALL BE USED. THE ATLANTIC OCEAN IS IDENTIFIED AS A POSSIBLE RECIEVING WATER ON THIS PROJECT. CONTR ACTOR SHALL MAINTAIN ALL NECESSARY EROSION CONTR OL MEASURES TO ENSURE 0120 THERE ARE NO IMPACTS TO THIS BODY OR ADJACENT AREAS WHICH MAY BE AFFECTED BY STORM WATER RUNOFF 24. DISTURBED AREA WILL BE RESTRICTED TO 5" EITHER SIDE OF NEW CONSTRUCTION 25. AMENDMENTS/REVISIONS TO THE ES&PC PLAN WHICH HAVE SIGNIFICANT EFFECT ON B MP'S WITH A HYDRA ULIC COMPONENT MUST 80 CERTIFIED BY THE DESIGN PROFESSIONAL . 26. THIS ES &PC PL AN IS IN CO MPLIANCE WITH WASTE DISPOSAL, SANITARY SEWER , AND SEPTIC TANK REGULATIONS . 27. ALL STORMWATER S AMPLES TAKEN SHALL BE GRAB SAMPLE S AND THE ANAL YSIS OF THESE SAMPLES MUST BE CONDUCTED IN 406000ANC€ WITH 40 CFR. PART 130. 2. EROSION CONTROL MEASURES SHOW N ON THE DRAW INGS ARE M INIMUM REQ UIREMENTS. ADDITIONAL. ERO SION CO NTROL M EASURES SH ALL BE EMPLOYED BY THE CONTRACTOR WHERE DETERMINED NECESSARY BY LOCA. AUTHORITIES OR THE ENGINEER BASED UPON ACTUAL SITE CONDITIONS 3. EROSION CONTROL MEASURES MAT HAVE TO BE ALTERED FROM THAT SHOWN ON THE DRAWINGS IF DRAINAGE PATTERNS DURING CONSTRUCTION ARE 010FERENT FROM THE DRAINAGE PATTERNS SHOWN ON THE DRAWINGS. 17 IS THE CONTRACTOR'S RESPONSIBILITY TO ACCOMPLISH EROSION CONTROL FOR ALL DRAINAGE PATTERNS CREATED AT VARIOUS STAGES DURING CONSTRUCTION. PROVISIONS TO PREVENT EROSION OF IL FROM s. SHALL BE, As 1NNUM CONFORMANCE WITH THE LATEST REVISION OF THE " MANUAL FOR EROSION ANDIN SEDIMENTATION CONTROL IN GEORGIA." S. FAILURE TO INSTALL,OPERATE OR MAINTAIN ALL EROSION CONTROL MEASURES WILL RESULT IN ALL 006510UCTON BEING STOPPLE/ ON TIC 00B S11E UNTIL SUCH MEASURES ARE CORRECTED. 6. IF FINES OR PENALTIES ARE LEVI ED AGAINST THE PROPERTY OR THE PR OPERTY OWNER BECAUSE OF A LACK OF EROSION OR SEDIMENTATION CONTROL, THE CONTRACTOR S MALL BE RESPONSIBLE FOR PAYMENT OF SUCH FINES 0R PENALTIES, OR TIE COST OF SUCH FINES OR PENALTIES SHALL BE DEDUCTED FROM THE CONTRACT AMOUNT. 7. ALL MATERIALS SMILED. DROPPED, WASHED 0R TRACKED FROM VEHICLE OR SITE ONTO PUBLIC ROADWAY OR INTO STORM DRAIN MUST BE REMOVED IMMEDIATELY. B. PRIOR TO COMMENCING LAND DISTURBING ACTIVITY, THE LIMITS OF LAND DISTURBANCE SHALL BE CLEARLY AND ACCURATELY DEMARCATED WITH STAKES, RIBBONS OR OTHER AP PROPRIATE MEANS. THE LOCATION ANO EXTENT OF A1,0 AUTHORIZED LAND DISTURBANCE ACTIVITY SHALL BE DEMARCATED FOR THE DURATION OF THE CONSTRUCT,ENJ ACTIVTY. NO UISIUIIBANCE ACIIW10 SFIALL OCCUR 00 I SOL 1110 LIMITS INDICATED ON THE DRAWINGS. CONSTRUCTON OF THE SITE WILL BEGIN WITH INSTALLATION OF EROSION CONTROL MEA SURES SUFFICIENT CO NTROL MEASURES WILL BE MO51 ANTAINEED UNTIROL SEDI MENT L AND RSTREAMDSTN. L Ni DISTURBE D GROUND W ITHIN TIIE CONSTRUCTION AREA HAS BEEN COMPLETELY STABILIZED WITH PERMANENT VEGETATION AND ALL R OADS/PARKING HAVE BEEN PAVED 1D. CONTRACTOR SHALL INSPECT AND REPAIR EROSION CONTROL MEASURES AT LEAST WEEKLY AND PRIOR TO EACH ANTICIPATED RAINFALL . 11. THE CONTRACTOR SHALL REMOVE ACCUMULATED SILT FROM SEDIMENT BARRIERS AND CHECK DAMS WHICH BECOME SILTED ABOVE ONE-HALF OF THEIR ORIGINAL. HEIGHT. 04. 15. 18 . 19. 22. UTILITIES PROTECTION CENTER DAIL 811 a JCS NO, RD UIO OAROCK &Ab 0712MI MUD FO R mamma �FM✓�e C04 Drainage Report for 17 Soda Rock Ln Tybee Island, GA Prepared for: Christie Zarkovich Tybee Island Chatham County, Georgia July 14, 2021 Rey, I Dttt%F Prepared By: sce engineering 313 E 65`h St. Savannah, GA 31405 Ph: (912) 354-7114 Fax: (912) 355-7534 Ashley D. Mosley, P.E. Georgia P.E. Reg. No. 032248 17 Soda Rock Ln Tybee Island, GA July 2021 Page 2 of 4 TABLE OF CONTENTS 1.0 Project and Existing Site 3 2.0 Proposed Site Conditions 3 3.0 Design Scope and Methodology 3 4.0 Water Quantity 4 4.1 Post -Development Runoff 4 4.2 Stormwater Conveyance 4 4.3 Areas of Special Flood Hazard (Zones AE) 4 Appendices 5 APPENDICES Appendix A — Site Exhibits Exhibit 1 — Vicinity/Zoning Map Exhibit 2 — Topographic Map Exhibit 3 — Soil Survey Map Exhibit 4 — Flood Map Appendix B — Rainfall Distribution Data (Savannah, GA) Appendix C — Adjacent Lot Swale Open Channel Flow Calculations 2 17 Soda Rock Ln Tybee Island, GA July 2021 Page 3 of 4 1.0 Existing Site Conditions Christie Zarkovich proposes the construction of a new residence in an area zoned R -1-B, and located in a predominantly residential area of Tybee. Total area of the subject property is 0.10 acres and is currently undeveloped. The site currently generally drains toward the north at elevations ranging from 8 to 5 feet. All stormwater from this property goes into a nearby tidal marsh located about 50-75 feet north of the Site. No wetlands were observed onsite. The subject property is located in the flood zone AE 10. According to the NRCS Soil Survey, the dominant soil type in the immediate area is Chipley Fine Sand (Cm). This soil type is well drained with limited groundwater available to native vegetation. 2.0 Proposed Site Conditions The area to be disturbed is 0.10 acres. Any impervious area includes the proposed residence which has a footprint of approximately 1500 SF. A residential limestone gravel driveway connection to McKenzie Street is also proposed. When possible, existing drainage facilities are utilized and drainage flow paths generally follow the existing topography. Drainage from the subject property appears to take a counter -clockwise route around the Site; it starts from a grade break in the small swale along McKenzie (elev 6.02), and turns east down the northern side of Soda Rock Ln, and turns north into the swale that runs along eastern adjacent property boundary, and further into the tidal marsh located just north of the Site. The proposed limestone gravel driveway connection to McKenzie Ave is located at grade break in the swale along right-of-way and should not interfere, or impede, existing drainage flowpath(s). 3.0 Methodology In order to analyze the volume and discharge rates of stormwater generated from areas of interest, Hydroflow Hydrographs software by Intellisolve was used to perform the hydrology calculations. SCS Runoff Curve Number Method and Urban Hydrology for Small Watersheds (USDA-NRCS) methodology was used to determine the runoff volumes over a time of concentration (Tc), in which the runoff values for the five design storms (2 -year, 10 -year, 25 -year, 50 -year, and 100 -year 24 -hour rainfall events) can be calculated. The composite curve number for each basin was calculated by using 3 17 Soda Rock Ln Tybee Island, GA July 2021 Page 4 of 4 the identified hydrologic soil type and ground cover. The rainfall amounts for this location in Georgia were used with a SCS Type III rainfall distribution. (see Appendix for the Rainfall Distribution for Savannah). 4.0 Water Quantity 4.1 Post -Development Runoff Given that this protect" is single family residential and a clear path to drainage is available, stormwater detention will not be required. 4.2 Stormwater Conveyance The existing swale that accepts the stormwater along eastern property boundary was analyzed found to be able to easily accommodate existing and any additional stormwater. The overall depth of swale is 2-3 feet. During a 100 yr rain event, water reaches a depth of 0.22 feet. See Appendix C for calculations/ 4.3 Tybee Ordinance Sec. 8-210, Areas of Special Flood Hazard (Zones AE). This project is located in the Atlantic Ocean Basin which occupies about 20 percent of Earth's surface. Therefore, placing fill material on this property will have a negligible effect on the base flood elevation. 4 Appendix A Property Address: SODA ROCK LN Parcel ID (PIN): 40026 04015 Estimated Zoning: R- I -B — Single Family Residential Estimated Floodzone: AE Calculated Acreage: 0.10 Local Historic District: N/A Aldermanic District N/A County- Commission Distract Elementary School: Howard Elementary School Middle School: Coastal Middle School High School: Islands High School Voting Precinct: 4-1 OC Owner Address: PO BOX 59 Owner City, State, ZIP: TYBEE ISLAND, GA, 31328 Legal Description: LOT 1 BLOCK 6 GARDEN WD TYBEE Sale Page/Book: 579/1156 17 Soda Rock Ln 6/3/2021, 9:59:12 PM Contour lft SUPPLEMENTARY INDEX -- DEPRESSION INTERMEDIATE 1J Property Boundaries (Parcels) 1:564 0 0 0.01 0.02 mi ti 1 ,, , 0 0.01 0.01 0.02 km Esri Community Maps Contributors, Savannah Area GIS, BuildingFootprintUSA, Esri, HERE, Garmin, SafeGraph, INCREMENT P, METI/NASA: USGS, EPA, NPS, US Census Bureau, USDA, SAGIS SAGIS Esri Community Maps Contributors, Savannah Area GIS, BuildingFootprintUSA, Esri, HERE. Garmin, SafeGraph, INCREMENT P, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA 1 SAGIS 17 Soda Rock Ln N 1 0) 50 -m a).10 AC 50 16 .1©AC Ria 50 17 .10 AC 1 50 ,� ( 2 1 n'p 75 3. 1 1 1 ---• 1 ci .0 1 0) t-- 0 A--- 1 1 2 .._.. N... CV 50 50 78 L CI1 6/3/2021, 10:04:52 PM 1:564 Soils Albany fine sand Angelina & Bibb soils, frequently flooded Cape Fear Soils Capers soils Chipley fine sand Chipley-Urban land complex Coastal Beach Craven loamy fine sand Ellabelle loamy sand Johnston loam 0 0 0.01 0.02 mi 1 1 ti ( 1 I 0 0.01 0.01 0.02 km Esri Community Maps Contributors, Savannah Area GIS, BuildingFootprintUSA, Esri, HERE, Garmin, SafeGraph, INCREMENT P, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, SAGIS SAGIS Esri Community Maps Contributors, Savannah Area GIS, BuildingFootprintUSA, Esri, HERE, Garmin, SafeGraph, INCREMENT P, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA 1 SAGIS 17 Soda Rock Ln 6/3/2021, 10:18:58 PM Effective Flood Zones (2018) AE - Inside the 100 year Flood Zone A - Inside the 100 year Flood Zone /.,• AE Floodway - Inside a Regulatory Floodway VE - Inside the 100 year Flood Zone w/ Velocity Hazard ---7 X_500 - Inside the 500 year Flood Zone X - Outside the 500 year Flood Zone 1:564 0 0 0.01 0.02 mi rl ' i1 1 1 0 0.01 0.01 0.02 km Esri Community Maps Contributors, Savannah Area GIS, BuildingFootprintUSA, Sari, HERE, Garmin, SafeGraph, INCREMENT P, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA, SAGIS SAGIS Esri Community Maps Contributors, Savannah Area GIS, BuildingFootprintUSA, Esri, HERE, Garmin, SafeGraph, INCREMENT P, METI/NASA, USGS, EPA, NPS, US Census Bureau, USDA I SAGIS Appendix B NOAA Atlas 14, Volume 9, Version 2 Location name: Savannah, Georgia, US* Latitude: 32.0403°, Longitude: -81,0952° Elevation: 13 ft* ' source: Google Maps POINT PRECIPITATION FREQUENCY ESTIMATES San)a Ponca. Deborah Martin, Sandra Pavlovic, Ishani Roy, Michael SI. Laurent. Cart Trypaluk Dale Unruh, Michael Yekta, Gecffery Bonnin NOAA, National Weather Service, Sliver Spring, Maryland PF tabular 1 PF graphical i Maps & aerials PF tabular PDS-based point precipitation frequency estimates with 90% confidence intervals (in inches)1 Duration 5 -min 10 -min 15 -min 30 -min 60 -min 2 -hr 3 -hr 6 -hr 12 -hr 24 -hr 2 -day 3 -day 4 -day 7 -day 10 -day 20 -day 30 -day 45 -day 60 -day 1 0,568 (0.467-0.598) 0.832 (0.683.1.02) 1.01 (0.833-1.25) 1,44 (1.18.1.76) 1.84 (1.51.2,26) 224 (1.85-2.74) 2.47 (2.04-3.00) 2.86 (2.38-3.45) 3.28 (2.75-3.94) 3.83 (3.23-4.57) 4.53 (3.84-5.37) 4.94 (4.21-5.83) 5.28 (4.50-6.21) 6.22 (5.33.7.27) 7.05 (6.06-8.21) 9.36 (8.10-10.8) 11.4 (9.86.13.1) 14.0 (12.2.16.1) 16.4 (14.3.18.8) 2 0.639 (0.525-0.786) 0.936 (0.768-1.15) 1.14 (0.937.1.40) 1.63 (1.34-2.01) 2.09 (1.71.2.56) 2.54 (2.09.3.10) 2,79 (2.31.3.39) 3.27 (2.72-3.95) 3.86 (3.23-4.63) 4,52 (3.81-5.40) 5,24 (4.44-6.21) 5.71 (4.85-6.74) 6.11 (5.20-7.19) 7,13 (6.11-8.35) 8.02 (6.88.9.35) 10.5 (9.07-12.2) 12:7 (11.0-14.7) 15.7 (13.6-18.0) 18.3 (16.0-21.0) 5 0.756 (0.618-0.932) 1.11 (0.905-1.36) 1.35 (1.10-1.67) 1.96 (1.60-2.41) 2.50 (2.04.3.08) 3.05 (2.51.3.73) 3.36 (2.77-4.10) 4.03 (3.34-4.88) 4.89 (4.08.5.89) 5.77 (4.84-6.90) 6.53 (5.51-7.76) 7.10 (6.01.8.40) 7.58 (6.44-8.95) 8.74 (7.46-10.3) 9,70 (8.30.11.4) 12.5 (10.7.14.5) 14.9 (12.9-17.3) 18.4 (15.9-21.2) 21.5 (18.7-24.7) Average recurrence interval (years) 10 0.854 (0.694.1.06) 1.25 (1.02-1.55) 1.52 (1.24-1.89) 2.22 (1.81.2.75) 2.86 (2.33-3.54) 3.50 (2.86-4.30) 3.88 (3.19-4.76) 4.73 (3.90-5.76) 5.84 (4.85-7.07) 6.9 0 (5.76-8.29) 7.73 (6.49-9.22) 8.37 (7.05-9.95) 8.92 (7.53.10.6) 102 (8.63-12.0) 11.2 (9.53.13.2) 14.2 (12.1.16.5) 16,9 (14.5.19.6) 20.6 (17.8-23.9) 24.0 (20.8-27.7) 25 0.989 (0.775-1.26) 1.45 (1.13.1.84) 1.77 (1.38-2.25) 2.59 (2.03-3.30) 3.38 (2.65.4.33) 4,17 (3.30-5.33) 4.68 (3.74-6.00) 5.81 (4.68-7.43) 7.28 (5.89-9.24) 8.62 (7.01-10.9) 9.57 (7.85.12.0) 10.3 (8.48-12.9) 10.9 (8.99-13.6) 12.3 (10.1-15.1) 13.4 (11.1.16.4) 16.6 (13.8-20.1) 19.6 (16.3-23.5) 23/ (19.7.28.2) 27.5 (22.9-32.5) 50 1.09 (0.836-1.41) 1.60 (1.22-2.07) 1.95 (1.49-2.52) 2.87 (2.19.3.71) 3.79 (2.90-4.93) 4.71 (3.64.6.10) 5.35 (4.16-6.93) 6.74 (5.27.8.70) 8.50 (6.58.10.9) 10.1 (7.96.12.8) 11.1 (8,88-14.1) 12.0 (9.55-15.1) 12.6 (10.1.15.8) 14.1 (11.3.17.5) 15.2 (12.3-18.8) 18.6 (15.1.22.8) 21.8 (17.7.26.5) 26.1 (21.2-31.5) 30.0 (24.5-36.1) 100 1.20 (0.883-1.59) 1.75 I (1.29-2.33)j 2.14 (1.58-2.84) 3.15 (2.32.4.18) 4.22 (3.12.5.62) 5.29 (3.94-7.02) 6.07 (4.54-8.05) 7.74 (5.83.10.2) 9.80 (7.42-12.9) 11,6 (8.86-15.1) 12.8 (9.86-16.6) 13.7 (10.6.17.7) 14.4 (11.1-18.5) 15.9 (12.3-20.3) 17,1 (13.3.21.7) 20.7 (16.2-26.0) 24.0 (18.8.29.9) 28.5 (22.4-35.3) 32.6 (25.7-40.1) 200 1.31 (0.919-1.78) 1.91 (1.35-2.60) 2.33 (1.64-3.17) 3,44 (2.42-4.68) 4.67 (3.30.6.39) 5,91 (4.20-8.05) 6.86 (4.90-9.34) 8.84 (6.37-12.0) 11.2 (8.13.15.1) 13.3 1 (9.71.17.8) 14.7 (10.8-19.5) 15.6 (11.5-20.7) 16.4 (12.1-21.6) 17,9 (13.3-23.4) 19.1 (14.3.24.9) 22.9 (17.1-29.5) 26.3 (19.8-33.7) 30.9 (23.3-39.4) 35.1 (26.5-44.4) 500 1.45 (0.977.2.03) 2.12 (1.43-2.97) 2.59 (1.75.3.62) 3.82 (2.58.5.34) 5.29 (3.58-7.44) 6.77 (4.62-9.47)1 7.9 7 (5.46-11.1) 10.4 (7.19-14.5) 13.2 (9.20.18.3) 15.7 (11.0-21.6) 17.4 (12.3.23.7) 18.4 (13.0.25.0) 192 (13.6.25.9) 20,7 (14.8-27.8) 22.0 (15.7-29.4) 25.9 (18.7-34.3) 29.4 (21.3-38.8) 34.1 (24.8-44.7) 38.3 (27.8-49.9) 1000 1.56 (1.02-2.22) 2.28 (1.50-3.25) 2.78 (1.82.3.96) 1(2.69-5.84) 4.10 5.78 (3.79-8.23) 7.46 (4.93-10.6) 6.87 (5.89.12.5) 11.7 (7.82-16.4) 14.9 (10.0-20.7) 17.6 (12.0.24.4) 19.5 (13.3-26.8) 20.6 (14,1-28.2) 21.4 (14.7-29.2) 22.9 (15.9.31.1) 242 (16.8.32.8) 28.3 (19.8-38.0) 31.9 (22.4-42.6) 36.6 (25.8-48.7) 40.7 (28.9-54.1) 1 R-ecipitation frequency (PF) estimates in this table are based on frequency analysis of partial duration series (PDS). Nurrbers in parenthesis are PF estimates at low ar and upper bounds of the 90% confidence interval. The probability that precipitation frequency estimates (for a given duration and average recurrence interval) will be greater than the upper bound (or less than the Iow er bound) is 5%. Estimates at upper bounds are not checked against probable naxirrum precipitation (PNP) estirrates and may be higher than currently veld PfvP values. Please refer to NOAA Atlas 14 document for nnre information. Back to Too PF graphical PDS-based depth -duration -frequency (DDF) curves Latitude: 32.0403°, Longitude_ -81.0952° Precipitation depth (in) c E t0 rho �o m o r0 ro ro N • m lb N '0 "O 'Q 1? .0 1? b -O N N Rl q t` O 0 0 tf1 O Duration 2 5 10 25 50 100 200 500 1000 Average recurrence interval (years) NOAA Atlas, 14, Volume 9, Version 2 Created (GMT): Thu )un 12 12:21 13 2014 Average recurrence interval (years) — 2 5 10 25 50 100 200 500 1000 Duration 5 -min -- 2 -day — 10 -min — 3 -day 15-rnrn — 4 -day - 30-rnrn — 7 -day — 60 -nun — 10 -day 2 r1r -- 20 -day — 3 -hr — 30 -day — 6 -hr — 45 -day — 12 -hr — 50 -day — 24 -hr Appendix C Adjacent Property Swale 7/14/2021, 12.42:36 PM Contour lft INDEX INTERMEDIATE SUPPLEMENTARY DEPRESSION Property Boundaries (Parcels) 1:564 0 0 0.01 002mi `i 0 0.01 0.01 002km Esr1 Community Maps Contributors. Savannah Area GIS. BuderingFootprontUSA, Esn, HERE, Gamer,. SateGraph INCREMENT P MET MASA. USGS, EPA. NPS. US Census Bureau USDA SAGIS SAGIS Hydrograph Plot Hydraflow Hydrographs by Intelisolve Hyd, No. 1 Adjacent Property Swale Hydrograph type Storm frequency Drainage area Basin Slope Tc method Total precip. Storm duration Q (cfs) 2.00 1.00 0.00 = SCS Runoff 0.260yrs. ac = TR55 = 11.60 in = 24 hrs Wednesday, Jul 14 2021, 1:7 PM Peak discharge Time interval Curve number = 69 Hydraulic length = 100 ft Time of conc. (Tc) = 20.90 min Distribution = Type 111 Shape factor = 300 0 3 Hyd No 1 Adjacent Property Swale Hyd. No. 1 -- 100 Yr 8 1.152 cfs Hydrograph Volume = 7,275 cuft Q (cfs) 2.00 1.00 0.00 10 13 15 18 20 23 25 Time (hrs) The open channel flow calculator T-1 Select Channel Type: Trapezoid • -b--'i Rectangle 1y Trapezoid Triangle 113 Circle Depth from Q Select unit system: Feet(ft) • Channel slope: .005 tJft Flow velocity 1.28107 s Flow disc rge 1.152 ft^3Js Calculate! Wetted perimeter 5.24 Specific energy0.22 Critical depth 0.14 ft - - Water dep 0.2 ;Bottom width(b) ft LeftSlope (Z1): 3 to 1 (H:V RightSlope (Z2): 3 Ito 1 (H:V) Input n value 0.025 or select n Status:Calculation finished Flow area 0.9 rft^2 Reset Top width(T) 5.18 ft Froude number 0.54 Flow status Subcritical flow Critical slope0.0165 ft/ft Velocity head 0.03 ft Copyright 2000 Dr. Xing Fang. Department of Civil Engineering, Lamar 1. thersity.